INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -1 VENDOR RANKING CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : NEW ROAD CONSTRUCTION COMPLETION DATE : 09/15/11 LOCATION : ON PROPOSED US 31 FROM 0.3 MILE SOUTH OF JUNCTION OF SR 4 PROJECT(S) : 0710726 TO 0.3 MILE NORTH OF JUNCTION OF EXISTING US 31 0710741 0710742 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 25,738,715.20 100.0000% 2 36-3543170 T J LAMBRECHT CONSTRUCTION $ 27,489,755.92 106.8031% 3 36-2231526 WALSH CONSTR COMPANY $ 29,061,812.67 112.9109% 4 35-1139301 E & B PAVING INC $ 29,628,638.93 115.1131% 5 35-1068009 DYER CONSTRUCTION CO $ 30,059,042.61 116.7853% 6 35-1487677 G E MARSHALL INC $ 34,163,576.40 132.7323% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -2 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 25000.00000 25000.00| 174112.21000 174112.21| 707754.76000 707754.76 CONSTRUCTION ENGINEERING | | | 0002 105-08520 6.000 EACH | 100.00000 600.00| 28.43000 170.58| 150.00000 900.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 144.000 MOS | 100.00000 14400.00| 151.64000 21836.16| 100.00000 14400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 1200000.00000 1200000.00| 1321500.00000 1321500.00| 1458334.00000 1458334.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 13700.00000 13700.00| 13700.00000 13700.00| 25000.00000 25000.00 PARTNERING OVERHEAD | | | 0014 201-52370 LUMP | 175000.00000 175000.00| 236000.00000 236000.00| 291666.00000 291666.00 CLEARING RIGHT OF WAY | | | 0015 202-03000 LUMP | 3800.00000 3800.00| 8400.00000 8400.00| 24000.00000 24000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 156 | | | 0016 202-03000 LUMP | 3800.00000 3800.00| 7500.00000 7500.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 163 | | | 0017 202-03000 LUMP | 3800.00000 3800.00| 9500.00000 9500.00| 22500.00000 22500.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 165 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -3 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-03000 LUMP | 3800.00000 3800.00| 8900.00000 8900.00| 22000.00000 22000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 166 | | | 0019 202-03000 LUMP | 3800.00000 3800.00| 7500.00000 7500.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 168 | | | 0020 202-03000 LUMP | 3800.00000 3800.00| 12000.00000 12000.00| 24000.00000 24000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 175 | | | 0021 202-03000 LUMP | 3800.00000 3800.00| 11000.00000 11000.00| 22500.00000 22500.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 178 | | | 0022 202-03000 LUMP | 3800.00000 3800.00| 7800.00000 7800.00| 21000.00000 21000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 1 | | | 0023 202-03000 LUMP | 3800.00000 3800.00| 3000.00000 3000.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 202 | | | 0024 202-03000 LUMP | 3800.00000 3800.00| 8500.00000 8500.00| 22500.00000 22500.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 203 | | | 0025 202-03000 LUMP | 3800.00000 3800.00| 12000.00000 12000.00| 24000.00000 24000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 205 | | | 0026 202-03000 LUMP | 3800.00000 3800.00| 10000.00000 10000.00| 21500.00000 21500.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 207 | | | 0027 202-03000 LUMP | 3800.00000 3800.00| 18000.00000 18000.00| 30000.00000 30000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 208 | | | 0028 202-03000 LUMP | 3800.00000 3800.00| 12000.00000 12000.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 211 | | | 0029 202-03000 LUMP | 3800.00000 3800.00| 10000.00000 10000.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 212 | | | 0030 202-03000 LUMP | 3800.00000 3800.00| 8000.00000 8000.00| 22000.00000 22000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 213 | | | 0031 202-03000 LUMP | 3800.00000 3800.00| 7500.00000 7500.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 214 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -4 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 202-03000 LUMP | 3800.00000 3800.00| 18500.00000 18500.00| 24500.00000 24500.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 215 | | | 0033 202-03000 LUMP | 3800.00000 3800.00| 7000.00000 7000.00| 19500.00000 19500.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 217 | | | 0034 202-03000 LUMP | 3800.00000 3800.00| 12000.00000 12000.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 218 | | | 0035 203-02000 326804.000 CYS | 5.14000 1679772.56| 2.95000 964071.80| 2.95000 964071.80 EXCAVATION, COMMON | | | 0036 203-02070 1116261.000 CYS | 4.15000 4632483.15| 4.63000 5168288.43| 4.63000 5168288.43 BORROW | | | 0037 203-02100 112781.000 CYS | 5.90000 665407.90| 5.20000 586461.20| 5.20000 586461.20 EXCAVATION, PEAT | | | 0038 205-03371 34933.000 CYS | 0.01000 349.33| 0.10000 3493.30| 0.10000 3493.30 SEDIMENT, REMOVE | | | 0039 205-06930 117.000 TON | 50.00000 5850.00| 122.00000 14274.00| 122.00000 14274.00 SPLASHPAD, RIPRAP | | | 0040 205-06931 1513.000 TON | 40.00000 60520.00| 56.00000 84728.00| 56.00000 84728.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0041 205-06933 62.000 EACH | 80.00000 4960.00| 360.00000 22320.00| 360.00000 22320.00 TEMPORARY DITCH INLET PROTECTION | | | 0042 205-06936 2633.000 TON | 36.00000 94788.00| 44.00000 115852.00| 44.00000 115852.00 TEMPORARY SEDIMENT TRAP | | | 0043 205-06937 11205.000 LFT | 1.48000 16583.40| 2.77000 31037.85| 2.38000 26667.90 TEMPORARY SILT FENCE | | | 0044 205-06938 2531.000 LFT | 0.10000 253.10| 16.00000 40496.00| 16.00000 40496.00 TEMPORARY SLOPE DRAIN | | | 0045 206-51220 75294.000 CYS | 6.00000 451764.00| 4.00000 301176.00| 4.00000 301176.00 EXCAVATION, WET | | | 0046 206-51230 85.100 CYS | 55.00000 4680.50| 17.17000 1461.17| 14.87000 1265.44 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0047 207-08262 147512.000 SYS | 0.01000 1475.12| 1.40000 206516.80| 1.40000 206516.80 SUBGRADE TREATMENT, TYPE I | | | 0048 207-08266 4035.000 SYS | 1.50000 6052.50| 1.65000 6657.75| 1.65000 6657.75 SUBGRADE TREATMENT, TYPE III | | | 0049 207-08267 99506.000 SYS | 6.50000 646789.00| 5.85000 582110.10| 5.85000 582110.10 SUBGRADE TREATMENT, TYPE IIIA | | | 0050 211-02050 112618.000 CYS | 9.00000 1013562.00| 11.90000 1340154.20| 11.73000 1321009.14 B BORROW | | | 0051 211-06467 216.000 CYS | 32.00000 6912.00| 32.32000 6981.12| 33.54000 7244.64 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -5 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 211-09264 6104.000 CYS | 10.52000 64214.08| 35.49000 216630.96| 10.75000 65618.00 STRUCTURE BACKFILL, TYPE 1 | | | 0053 211-09266 17650.000 CYS | 17.00000 300050.00| 21.00000 370650.00| 16.18000 285577.00 STRUCTURE BACKFILL, TYPE 3 | | | 0054 211-09268 781.000 CYS | 65.00000 50765.00| 100.94000 78834.14| 61.56000 48078.36 STRUCTURE BACKFILL, TYPE 5 | | | 0055 213-09269 8.000 CYS | 100.00000 800.00| 235.19000 1881.52| 57.20000 457.60 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0056 301-07448 34630.000 TON | 20.00000 692600.00| 18.55000 642386.50| 16.03000 555118.90 COMPACTED AGGREGATE, NO. 53, BASE | | | 0057 302-06464 36951.000 CYS | 39.00000 1441089.00| 38.00000 1404138.00| 32.20000 1189822.20 SUBBASE FOR PCCP | | | 0058 302-07455 208.000 CYS | 46.00000 9568.00| 40.26000 8374.08| 64.81000 13480.48 DENSE GRADED SUBBASE | | | 0059 302-08562 81.000 TON | 34.00000 2754.00| 38.88000 3149.28| 36.76000 2977.56 COARSE AGGREGATE, 8 | | | 0060 303-01180 25528.800 TON | 23.00000 587162.40| 19.50000 497811.60| 17.17000 438329.50 COMPACTED AGGREGATE, NO. 53 | | | 0061 303-07449 139.000 TON | 45.00000 6255.00| 29.97000 4165.83| 39.98000 5557.22 COMPACTED AGGREGATE, NO. 73 | | | 0062 303-07662 165.000 TON | 80.00000 13200.00| 130.00000 21450.00| 120.00000 19800.00 STONE | | | 0063 303-08210 60.000 TON | 45.00000 2700.00| 25.70000 1542.00| 48.05000 2883.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0064 401-07320 6368.000 TON | 48.00000 305664.00| 48.00000 305664.00| 48.00000 305664.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0065 401-07406 19442.000 TON | 42.00000 816564.00| 42.00000 816564.00| 42.00000 816564.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0066 402-07432 644.000 TON | 63.00000 40572.00| 63.00000 40572.00| 63.00000 40572.00 HMA SURFACE, TYPE A | | | 0067 402-07435 1084.000 TON | 53.00000 57452.00| 53.00000 57452.00| 53.00000 57452.00 HMA INTERMEDIATE, TYPE A | | | 0068 406-05520 21.000 TON | 1.00000 21.00| 1.00000 21.00| 1.00000 21.00 ASPHALT FOR TACK COAT | | | 0069 501-05240 73968.000 LFT | 7.50000 554760.00| 8.08000 597661.44| 10.00000 739680.00 CONTRACTION JOINT, D1 | | | 0070 501-06266 LUMP | 29000.00000 29000.00| 29176.00000 29176.00| 25000.00000 25000.00 PROFILOGRAPH, PCCP | | | 0071 501-06321 147512.000 SYS | 23.25000 3429654.00| 24.85000 3665673.20| 26.33000 3883990.96 QC/QA-PCCP, 10 IN. | | | 0072 501-06727 LUMP | 2300.00000 2300.00| 2314.00000 2314.00| 20000.00000 20000.00 CORING, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -6 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 503-05310 314.600 LFT | 250.00000 78650.00| 194.62000 61227.45| 275.00000 86515.00 TERMINAL JOINT | | | 0074 601-01128 1.000 EACH | 1600.00000 1600.00| 1050.00000 1050.00| 1050.00000 1050.00 GUARDRAIL TRANSITION TYPE WGB | | | 0075 601-01522 15.000 EACH | 1800.00000 27000.00| 2110.00000 31650.00| 2110.00000 31650.00 GUARDRAIL TRANSITION TYPE TGB | | | 0076 601-01740 1.000 EACH | 1700.00000 1700.00| 1945.00000 1945.00| 1945.00000 1945.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0077 601-05999 2.000 EACH | 50.00000 100.00| 40.00000 80.00| 40.00000 80.00 CURVED TERMINAL END | | | 0078 601-06233 4.000 EACH | 8000.00000 32000.00| 7900.00000 31600.00| 7900.00000 31600.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0079 601-94689 8.000 EACH | 2600.00000 20800.00| 2520.00000 20160.00| 2520.00000 20160.00 GUARDRAIL END TREATMENT, OS | | | 0080 601-94690 5.000 EACH | 3600.00000 18000.00| 4000.00000 20000.00| 4000.00000 20000.00 GUARDRAIL END TREATMENT, MS | | | 0081 601-99105 1181.250 LFT | 18.00000 21262.50| 18.20000 21498.75| 18.20000 21498.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0082 601-99108 1475.000 LFT | 22.00000 32450.00| 23.55000 34736.25| 23.55000 34736.25 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0083 602-06729 62.000 EACH | 14.00000 868.00| 33.61000 2083.82| 12.40000 768.80 BARRIER DELINEATOR | | | 0084 603-06040 46246.000 LFT | 4.70000 217356.20| 5.30000 245103.80| 5.30000 245103.80 FENCE, FARM FIELD, 47 IN. | | | 0085 603-92636 170.000 LFT | 25.30000 4301.00| 25.00000 4250.00| 25.00000 4250.00 FENCE, CHAIN LINK, 72 IN. | | | 0086 609-06259 1248.800 SYS | 80.00000 99904.00| 80.81000 100915.53| 70.07000 87503.42 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0087 610-07487 221.650 TON | 76.00000 16845.40| 70.00000 15515.50| 76.00000 16845.40 HMA FOR APPROACHES, TYPE B | | | 0088 615-06490 3.000 EACH | 130.00000 390.00| 125.00000 375.00| 125.00000 375.00 RIGHT OF WAY MARKER | | | 0089 615-06505 8.000 EACH | 470.00000 3760.00| 650.00000 5200.00| 650.00000 5200.00 MONUMENT, B | | | 0090 615-06510 38.000 EACH | 270.00000 10260.00| 505.00000 19190.00| 505.00000 19190.00 MONUMENT, C | | | 0091 615-06515 40.000 EACH | 140.00000 5600.00| 115.00000 4600.00| 115.00000 4600.00 MONUMENT, D | | | 0092 615-92498 1.000 EACH | 630.00000 630.00| 300.00000 300.00| 50.00000 50.00 BENCH MARK , POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -7 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 616-02320 12994.500 SYS | 0.70000 9096.15| 1.64000 21310.98| 1.86000 24169.77 GEOTEXTILES | | | 0094 616-05688 641.000 TON | 55.00000 35255.00| 64.95000 41632.95| 56.28000 36075.48 RIPRAP, CLASS 1 | | | 0095 616-06405 9230.000 TON | 25.00000 230750.00| 26.48000 244410.40| 23.60000 217828.00 RIPRAP, REVETMENT | | | 0096 621-01004 18.000 EACH | 350.00000 6300.00| 350.00000 6300.00| 350.00000 6300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0097 621-01597 27914.000 SYS | 3.20000 89324.80| 3.20000 89324.80| 3.20000 89324.80 EROSION CONTROL, MAT | | | 0098 621-02770 18836.000 SYS | 1.18000 22226.48| 1.18000 22226.48| 1.18000 22226.48 EROSION CONTROL BLANKET | | | 0099 621-03787 28.000 LBS | 32.00000 896.00| 32.00000 896.00| 32.00000 896.00 SEED MIXTURE, D | | | 0100 621-06545 54.590 TON | 850.00000 46401.50| 850.00000 46401.50| 850.00000 46401.50 FERTILIZER | | | 0101 621-06553 18218.000 LBS | 3.86000 70321.48| 3.86000 70321.48| 3.86000 70321.48 SEED MIXTURE, R | | | 0102 621-06557 9098.000 LBS | 2.35000 21380.30| 2.35000 21380.30| 2.35000 21380.30 SEED MIXTURE, T | | | 0103 621-06565 431.000 TON | 180.00000 77580.00| 180.00000 77580.00| 180.00000 77580.00 MULCHING MATERIAL | | | 0104 621-06567 127.020 kGAL | 1.00000 127.02| 1.00000 127.02| 1.00000 127.02 WATER | | | 0105 621-06570 11044.000 CYS | 0.01000 110.44| 3.16000 34899.04| 3.20000 35340.80 TOP SOIL | | | 0106 621-06574 32108.900 SYS | 2.57000 82519.87| 2.57000 82519.87| 2.57000 82519.87 SODDING | | | 0107 621-99010 140.000 LBS | 23.50000 3290.00| 23.50000 3290.00| 23.50000 3290.00 SEEDING, PRAIRIE | | | 0108 622-05648 175.000 EACH | 21.25000 3718.75| 21.25000 3718.75| 21.25000 3718.75 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0109 622-52436 16.000 EACH | 40.00000 640.00| 40.00000 640.00| 40.00000 640.00 SIGN, DO NOT MOW OR SPRAY | | | 0110 622-91786 775.000 EACH | 3.35000 2596.25| 3.35000 2596.25| 3.35000 2596.25 SEEDLING | | | 0111 628-09401 24.000 MOS | 1.00000 24.00| 2256.15000 54147.60| 2750.00000 66000.00 FIELD OFFICE, A | | | 0112 628-09402 24.000 MOS | 1.00000 24.00| 2355.37000 56528.88| 2500.00000 60000.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -8 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 628-09407 48.000 MOS | 56.66000 2719.68| 50.00000 2400.00| 150.00000 7200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0114 701-06011 8.000 EACH | 800.00000 6400.00| 808.08000 6464.64| 3500.00000 28000.00 DYNAMIC PILE LOAD TEST | | | 0115 701-06012 8.000 EACH | 1300.00000 10400.00| 1313.13000 10505.04| 3500.00000 28000.00 TEST PILE, RESTRIKE | | | 0116 701-06027 8.000 EACH | 2000.00000 16000.00| 2020.20000 16161.60| 4000.00000 32000.00 TEST PILE | | | 0117 701-51195 6999.000 LFT | 36.00000 251964.00| 36.36000 254483.64| 29.53000 206680.47 PILE, STEEL H, HP 12" X 53 | | | 0118 702-90915 45.100 CYS | 1000.00000 45100.00| 963.69000 43462.42| 450.00000 20295.00 CONCRETE, A | | | 0119 702-92857 201.600 CYS | 485.00000 97776.00| 353.54000 71273.66| 650.00000 131040.00 CONCRETE, C, SUBSTRUCTURE | | | 0120 703-06029 378849.000 LBS | 0.74000 280348.26| 0.75000 284136.75| 0.80000 303079.20 REINFORCING BARS, EPOXY COATED | | | 0121 703-51030 2764.000 LBS | 0.87000 2404.68| 1.00000 2764.00| 0.72000 1990.08 REINFORCING STEEL | | | 0122 704-51002 1129.400 CYS | 485.00000 547759.00| 489.90000 553293.06| 725.00000 818815.00 CONCRETE, C, SUPERSTRUCTURE | | | 0123 706-05732 8.000 EACH | 1300.00000 10400.00| 1313.13000 10505.04| 1750.00000 14000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0124 706-05734 8.000 EACH | 1300.00000 10400.00| 1313.13000 10505.04| 2800.00000 22400.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0125 706-05734 4.000 EACH | 1300.00000 5200.00| 1313.13000 5252.52| 2300.00000 9200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | , MODIFIED, 54" | | | 0126 706-08496 773.200 SYS | 70.00000 54124.00| 70.71000 54672.97| 93.10000 71984.92 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0127 706-09545 110.800 CYS | 34.00000 3767.20| 33.33000 3692.96| 74.51000 8255.71 COARSE AGGREGATE, NO. 8 | | | 0128 706-51020 219.500 CYS | 750.00000 164625.00| 757.58000 166288.81| 850.00000 186575.00 CONCRETE, C, RAILING | | | 0129 707-09384 1490.000 LFT | 290.00000 432100.00| 292.93000 436465.70| 475.00000 707750.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72 IN. X 61 IN. | | | 0130 707-09414 938.000 LFT | 248.00000 232624.00| 250.51000 234978.38| 450.00000 422100.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 61 IN. | | | 0131 709-51821 LUMP | 9240.00000 9240.00| 5935.35000 5935.35| 7500.00000 7500.00 SURFACE SEAL , STR NO 31-71-8918 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -9 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0132 709-51821 LUMP | 5800.00000 5800.00| 6974.75000 6974.75| 8500.00000 8500.00 SURFACE SEAL , STR NO 31-71-8935 | | | 0133 709-51821 LUMP | 9240.00000 9240.00| 5935.35000 5935.35| 7000.00000 7000.00 SURFACE SEAL , STR NO 31-71-9141 | | | 0134 709-51821 LUMP | 8500.00000 8500.00| 6776.77000 6776.77| 7500.00000 7500.00 SURFACE SEAL , STR NO. 31-71-8934 | | | 0135 711-51070 40.000 EACH | 60.00000 2400.00| 25.25000 1010.00| 200.00000 8000.00 ANCHOR PLATE, AP 1 | | | 0136 714-02677 257.000 LFT | 160.00000 41120.00| 229.20000 58904.40| 275.00000 70675.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 4' X 4' | | | 0137 714-04854 330.000 LFT | 240.00000 79200.00| 321.07000 105953.10| 375.00000 123750.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 7' X 3' | | | 0138 714-04875 210.000 LFT | 750.00000 157500.00| 1201.80000 252378.00| 950.00000 199500.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX , 18 FT. X 3 FT. | | | 0139 714-06279 161.000 LFT | 270.00000 43470.00| 388.03000 62472.83| 475.00000 76475.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 3' | | | 0140 715-05048 98298.000 LFT | 2.50000 245745.00| 4.18000 410885.64| 1.49000 146464.02 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0141 715-05053 10562.000 LFT | 13.00000 137306.00| 9.36000 98860.32| 3.75000 39607.50 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0142 715-05119 279.000 LFT | 26.00000 7254.00| 39.93000 11140.47| 21.00000 5859.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0143 715-05128 234.000 LFT | 72.00000 16848.00| 97.47000 22807.98| 79.00000 18486.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0144 715-05149 1149.000 LFT | 25.00000 28725.00| 32.07000 36848.43| 17.50000 20107.50 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0145 715-05151 2251.000 LFT | 26.00000 58526.00| 36.61000 82409.11| 20.00000 45020.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0146 715-05152 620.000 LFT | 29.00000 17980.00| 40.39000 25041.80| 22.00000 13640.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0147 715-05155 172.000 LFT | 38.00000 6536.00| 46.27000 7958.44| 41.00000 7052.00 PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0148 715-05169 50.000 LFT | 60.00000 3000.00| 35.78000 1789.00| 24.20000 1210.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0149 715-05248 512.000 LFT | 175.00000 89600.00| 166.82000 85411.84| 195.00000 99840.00 PIPE, TYPE 1, DEFORMED, 16.6 SQ. FT. | | | 0150 715-05372 63.000 LFT | 90.00000 5670.00| 103.13000 6497.19| 95.01000 5985.63 PIPE, TYPE 3, DEFORMED, MIN. AREA 7.4 | | | SFT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -10 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0151 715-05443 200.000 LFT | 25.00000 5000.00| 23.40000 4680.00| 45.66000 9132.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0152 715-06004 2.000 EACH | 1250.00000 2500.00| 1773.52000 3547.04| 532.24000 1064.48 CONCRETE ANCHOR, 48 IN. | | | 0153 715-06825 2.000 EACH | 1250.00000 2500.00| 1819.01000 3638.02| 503.11000 1006.22 CONCRETE ANCHOR , MIN. AREA 7.4 SQ. FT. | | | 0154 715-07303 2.000 EACH | 1250.00000 2500.00| 1921.36000 3842.72| 494.70000 989.40 CONCRETE ANCHOR, MIN. AREA 16.7 SQ.FT. | | | 0155 715-08282 102.000 TON | 140.00000 14280.00| 122.16000 12460.32| 80.00000 8160.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0156 715-08283 334.000 SYS | 60.00000 20040.00| 97.61000 32601.74| 56.29000 18800.86 PCCP FOR STRUCTURE INSTALLATION | | | 0157 715-08302 2.000 EACH | 1250.00000 2500.00| 2046.46000 4092.92| 419.64000 839.28 CONCRETE ANCHOR, MIN. AREA 24.8 SQ. FT. | | | 0159 715-09064 5960.000 LFT | 1.10000 6556.00| 1.75000 10430.00| 1.10000 6556.00 VIDEO INSPECTION FOR PIPE | | | 0160 715-09388 200.000 LFT | 25.00000 5000.00| 25.75000 5150.00| 23.52000 4704.00 PIPE, DRAINTILE, 15 IN. | | | 0161 715-09389 250.000 LFT | 24.00000 6000.00| 21.09000 5272.50| 17.94000 4485.00 PIPE, DRAINTILE, 10 IN. | | | 0162 715-09491 250.000 LFT | 24.00000 6000.00| 21.09000 5272.50| 15.40000 3850.00 PIPE, DRAINTILE, 10 IN. , TERMINAL | | | SECTION | | | 0163 715-46000 27.000 EACH | 100.00000 2700.00| 545.28000 14722.56| 426.40000 11512.80 PIPE END SECTION, 12 IN. | | | 0164 715-46005 26.000 EACH | 110.00000 2860.00| 574.85000 14946.10| 452.40000 11762.40 PIPE END SECTION, 15 IN. | | | 0165 715-46010 6.000 EACH | 200.00000 1200.00| 712.02000 4272.12| 821.40000 4928.40 PIPE END SECTION, 18 IN. | | | 0166 715-46025 2.000 EACH | 500.00000 1000.00| 1097.57000 2195.14| 621.41000 1242.82 PIPE END SECTION, 27 IN. | | | 0167 715-90832 450.000 LFT | 22.00000 9900.00| 19.56000 8802.00| 16.25000 7312.50 PIPE, DRAINTILE, 6 IN | | | 0168 715-90832 450.000 LFT | 22.00000 9900.00| 19.56000 8802.00| 16.25000 7312.50 PIPE, DRAINTILE, 6 IN , TERMINAL SECTIO | | | 0169 715-90833 350.000 LFT | 25.00000 8750.00| 19.98000 6993.00| 22.80000 7980.00 PIPE, DRAINTILE, 8 IN | | | 0170 715-90833 350.000 LFT | 25.00000 8750.00| 19.98000 6993.00| 22.80000 7980.00 PIPE, DRAINTILE, 8 IN , TERMINAL SECTIO | | | 0171 715-90834 200.000 LFT | 25.00000 5000.00| 22.64000 4528.00| 27.45000 5490.00 PIPE, DRAINTILE, 12 IN. | | | 0172 718-06528 236.000 EACH | 900.00000 212400.00| 1019.16000 240521.76| 1506.12000 355444.32 OUTLET PROTECTOR, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -11 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0173 718-06532 10000.000 LFT | 0.80000 8000.00| 1.75000 17500.00| 0.80000 8000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0174 718-52610 10811.000 CYS | 44.00000 475684.00| 38.94000 420980.34| 28.15000 304329.65 AGGREGATE FOR UNDERDRAINS | | | 0175 718-99153 105179.000 SYS | 1.15000 120955.85| 0.81000 85194.99| 0.63000 66262.77 GEOTEXTILES FOR UNDERDRAIN | | | 0176 719-09392 200.000 LFT | 25.00000 5000.00| 20.85000 4170.00| 36.67000 7334.00 PIPE, DRAIN TILE TERMINAL SECTION, 15 I | | | 0177 720-09079 4.000 EACH | 3000.00000 12000.00| 1806.81000 7227.24| 2500.00000 10000.00 INLET, HA5, MODIFIED | | | 0178 720-45030 2.000 EACH | 3000.00000 6000.00| 1072.56000 2145.12| 2000.00000 4000.00 INLET, E7 | | | 0179 720-45065 27.000 EACH | 1850.00000 49950.00| 4435.99000 119771.73| 4750.00000 128250.00 INLET, N12 | | | 0180 720-45130 22.000 EACH | 900.00000 19800.00| 1395.79000 30707.38| 1750.00000 38500.00 INLET, E7, MODIFIED | | | 0181 731-93945 27099.000 SFT | 13.00000 352287.00| 13.13000 355809.87| 14.50000 392935.50 FACE PANELS, CONCRETE | | | 0182 731-93946 27099.000 SFT | 11.00000 298089.00| 11.11000 301069.89| 10.80000 292669.20 WALL ERECTION | | | 0183 731-93947 1227.000 LFT | 27.00000 33129.00| 44.06000 54061.62| 9.05000 11104.35 LEVELING PAD, CONCRETE | | | 0184 801-03290 4.000 EACH | 175.00000 700.00| 175.00000 700.00| 265.00000 1060.00 CONSTRUCTION SIGN, C | | | 0185 801-04308 6.000 EACH | 390.00000 2340.00| 390.00000 2340.00| 455.00000 2730.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0186 801-06199 4.000 EACH | 260.00000 1040.00| 260.00000 1040.00| 599.00000 2396.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0187 801-06207 25170.000 LFT | 0.84000 21142.80| 0.84000 21142.80| 0.96000 24163.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0188 801-06640 38.500 EACH | 175.00000 6737.50| 175.00000 6737.50| 265.00000 10202.50 CONSTRUCTION SIGN, A | | | 0189 801-06645 6.000 EACH | 55.00000 330.00| 55.00000 330.00| 79.00000 474.00 CONSTRUCTION SIGN, B | | | 0190 801-06710 60.000 DAY | 11.00000 660.00| 11.00000 660.00| 5.50000 330.00 FLASHING ARROW SIGN | | | 0191 801-06775 LUMP | 10000.00000 10000.00| 41045.45000 41045.45| 257035.32000 257035.32 MAINTAINING TRAFFIC | | | 0192 801-07118 80.000 LFT | 36.00000 2880.00| 20.00000 1600.00| 11.55000 924.00 BARRICADE, III-A | | | 0193 801-07119 160.000 LFT | 36.00000 5760.00| 20.00000 3200.00| 16.55000 2648.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -12 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0194 801-07120 600.000 LFT | 25.00000 15000.00| 25.00000 15000.00| 50.00000 30000.00 BARRICADE, III, PERMANENT | | | 0195 801-08400 680.000 LFT | 23.98000 16306.40| 38.46000 26152.80| 14.79000 10057.20 TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0196 802-05701 242.000 LFT | 9.25000 2238.50| 9.25000 2238.50| 10.00000 2420.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0197 802-05702 217.500 LFT | 6.80000 1479.00| 6.80000 1479.00| 8.50000 1848.75 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0198 802-07057 1289.000 SFT | 15.00000 19335.00| 15.00000 19335.00| 16.50000 21268.50 SIGN, PANEL, WITH LEGEND | | | 0199 802-07151 24.000 EACH | 240.00000 5760.00| 240.00000 5760.00| 350.00000 8400.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0200 802-07153 3.000 EACH | 285.00000 855.00| 285.00000 855.00| 400.00000 1200.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0201 802-07154 4.000 EACH | 335.00000 1340.00| 335.00000 1340.00| 450.00000 1800.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0202 802-09221 1.000 EACH | 58800.00000 58800.00| 58800.00000 58800.00| 75000.00000 75000.00 BOX TRUSS SIGN STRUCTURE, TYPE A | | | 0203 802-09537 2.000 EACH | 12750.00000 25500.00| 12750.00000 25500.00| 10000.00000 20000.00 SIGN BOX TRUSS STRUCTURE FOUNDATION AT | | | 36 IN. , MEDIAN AND SHOULDER | | | 0204 802-76025 29.500 SFT | 29.40000 867.30| 29.40000 867.30| 11.50000 339.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0205 802-76035 172.500 SFT | 9.30000 1604.25| 9.30000 1604.25| 12.10000 2087.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0206 802-76045 36.000 SFT | 10.50000 378.00| 10.50000 378.00| 13.50000 486.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0207 802-76095 7169.500 LBS | 2.00000 14339.00| 2.00000 14339.00| 2.50000 17923.75 STRUCTURAL STEEL, BREAKAWAY | | | 0208 804-06770 236.000 EACH | 23.00000 5428.00| 23.00000 5428.00| 25.00000 5900.00 DELINEATOR POST | | | 0209 808-03631 51867.000 LFT | 0.16000 8298.72| 0.34000 17634.78| 0.34000 17634.78 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0210 808-03632 51912.000 LFT | 0.16000 8305.92| 0.34000 17650.08| 0.34000 17650.08 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -13 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0211 808-05534 3278.000 LFT | 0.63000 2065.14| 1.00000 3278.00| 0.68000 2229.04 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0212 808-05535 417.000 LFT | 18.55000 7735.35| 7.50000 3127.50| 7.35000 3064.95 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0213 808-06701 1765.000 LFT | 0.35000 617.75| 0.32000 564.80| 0.32000 564.80 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0214 808-06703 3760.000 LFT | 0.35000 1316.00| 0.32000 1203.20| 0.32000 1203.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0215 808-06716 6965.000 LFT | 0.48000 3343.20| 0.40000 2786.00| 0.38000 2646.70 LINE, REMOVE | | | 0216 808-74805 12.000 LFT | 17.75000 213.00| 9.00000 108.00| 7.86000 94.32 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0217 808-74811 12002.000 LFT | 0.56000 6721.12| 0.42000 5040.84| 0.42000 5040.84 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0218 808-75245 1440.000 LFT | 0.35000 504.00| 0.32000 460.80| 0.32000 460.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0219 808-75998 776.000 EACH | 12.90000 10010.40| 16.00000 12416.00| 19.55000 15170.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0220 715-08300 352.000 LFT | 248.00000 87296.00| 247.30000 87049.60| 515.70000 181526.40 PIPE, TYPE 1, DEFORMED, MIN. AREA 24.8 | | | SQ. FT. | | | 0221 628-09719 24.000 MOS | 300.00000 7200.00| 1324.47000 31787.28| 750.00000 18000.00 ALL TERRAIN VEHICLE | | | 0222 202-03135 15000.000 SFT | 0.01000 150.00| 2.50000 37500.00| 12.00000 180000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0223 202-05823 20.000 EACH | 500.00000 10000.00| 1761.26000 35225.20| 1157.94000 23158.80 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GAL LONS CAPACITY | | | 0224 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | SECTION TOTALS | $ 25,738,715.20| $ 27,489,755.92| $ 29,061,812.67 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 25,738,715.20| $ 27,489,755.92| $ 29,061,812.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -14 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 286751.21000 286751.21| 100000.00000 100000.00| 360000.00000 360000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 6.000 EACH | 68.31000 409.86| 176.86000 1061.16| 110.00000 660.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 144.000 MOS | 49.44000 7119.36| 100.22000 14431.68| 105.00000 15120.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 1481431.95000 1481431.95| 1496073.00000 1496073.00| 2967988.23000 2967988.23 MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 21375.39000 21375.39| 13700.00000 13700.00| 20550.00000 20550.00 PARTNERING OVERHEAD | | | 0014 201-52370 LUMP | 296286.39000 296286.39| 111528.38000 111528.38| 192000.00000 192000.00 CLEARING RIGHT OF WAY | | | 0015 202-03000 LUMP | 25808.04000 25808.04| 8400.00000 8400.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 156 | | | 0016 202-03000 LUMP | 16983.00000 16983.00| 7500.00000 7500.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 163 | | | 0017 202-03000 LUMP | 17863.26000 17863.26| 9500.00000 9500.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 165 | | | 0018 202-03000 LUMP | 22334.94000 22334.94| 8900.00000 8900.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 166 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -15 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-03000 LUMP | 10722.24000 10722.24| 7500.00000 7500.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 168 | | | 0020 202-03000 LUMP | 33369.30000 33369.30| 12000.00000 12000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 175 | | | 0021 202-03000 LUMP | 32141.22000 32141.22| 11000.00000 11000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 178 | | | 0022 202-03000 LUMP | 16578.06000 16578.06| 7800.00000 7800.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 1 | | | 0023 202-03000 LUMP | 13876.08000 13876.08| 3000.00000 3000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 202 | | | 0024 202-03000 LUMP | 10517.22000 10517.22| 8500.00000 8500.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 203 | | | 0025 202-03000 LUMP | 12256.32000 12256.32| 12000.00000 12000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 205 | | | 0026 202-03000 LUMP | 8468.04000 8468.04| 10000.00000 10000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 207 | | | 0027 202-03000 LUMP | 13181.46000 13181.46| 18000.00000 18000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 208 | | | 0028 202-03000 LUMP | 10848.72000 10848.72| 12000.00000 12000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 211 | | | 0029 202-03000 LUMP | 12329.76000 12329.76| 10000.00000 10000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 212 | | | 0030 202-03000 LUMP | 13681.26000 13681.26| 8000.00000 8000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 213 | | | 0031 202-03000 LUMP | 11952.36000 11952.36| 7500.00000 7500.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 214 | | | 0032 202-03000 LUMP | 20644.80000 20644.80| 18500.00000 18500.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 215 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -16 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 202-03000 LUMP | 15182.70000 15182.70| 7000.00000 7000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 217 | | | 0034 202-03000 LUMP | 12828.54000 12828.54| 12000.00000 12000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 218 | | | 0035 203-02000 326804.000 CYS | 4.59000 1500030.36| 5.00000 1634020.00| 3.50000 1143814.00 EXCAVATION, COMMON | | | 0036 203-02070 1116261.000 CYS | 3.71000 4141328.31| 5.02000 5603630.22| 5.98000 6675240.78 BORROW | | | 0037 203-02100 112781.000 CYS | 4.85000 546987.85| 7.09000 799617.29| 9.00000 1015029.00 EXCAVATION, PEAT | | | 0038 205-03371 34933.000 CYS | 2.55000 89079.15| 4.40000 153705.20| 6.00000 209598.00 SEDIMENT, REMOVE | | | 0039 205-06930 117.000 TON | 29.58000 3460.86| 58.60000 6856.20| 49.75000 5820.75 SPLASHPAD, RIPRAP | | | 0040 205-06931 1513.000 TON | 29.58000 44754.54| 54.70000 82761.10| 57.40000 86846.20 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0041 205-06933 62.000 EACH | 111.18000 6893.16| 80.00000 4960.00| 128.00000 7936.00 TEMPORARY DITCH INLET PROTECTION | | | 0042 205-06936 2633.000 TON | 76.50000 201424.50| 48.40000 127437.20| 46.75000 123092.75 TEMPORARY SEDIMENT TRAP | | | 0043 205-06937 11205.000 LFT | 1.76000 19720.80| 3.36000 37648.80| 2.48000 27788.40 TEMPORARY SILT FENCE | | | 0044 205-06938 2531.000 LFT | 10.20000 25816.20| 29.69000 75145.39| 20.00000 50620.00 TEMPORARY SLOPE DRAIN | | | 0045 206-51220 75294.000 CYS | 9.69000 729598.86| 5.00000 376470.00| 10.40000 783057.60 EXCAVATION, WET | | | 0046 206-51230 85.100 CYS | 45.90000 3906.09| 50.00000 4255.00| 17.85000 1519.04 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0047 207-08262 147512.000 SYS | 6.27000 924900.24| 4.61000 680030.32| 4.11000 606274.32 SUBGRADE TREATMENT, TYPE I | | | 0048 207-08266 4035.000 SYS | 6.83000 27559.05| 9.47000 38211.45| 7.75000 31271.25 SUBGRADE TREATMENT, TYPE III | | | 0049 207-08267 99506.000 SYS | 6.68000 664700.08| 8.61000 856746.66| 7.74000 770176.44 SUBGRADE TREATMENT, TYPE IIIA | | | 0050 211-02050 112618.000 CYS | 14.82000 1668998.76| 14.80000 1666746.40| 19.28000 2171275.04 B BORROW | | | 0051 211-06467 216.000 CYS | 32.64000 7050.24| 32.00000 6912.00| 33.28000 7188.48 AGGREGATE FOR END BENT BACKFILL | | | 0052 211-09264 6104.000 CYS | 15.30000 93391.20| 23.42000 142955.68| 45.31000 276572.24 STRUCTURE BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -17 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 211-09266 17650.000 CYS | 15.30000 270045.00| 29.60000 522440.00| 27.56000 486434.00 STRUCTURE BACKFILL, TYPE 3 | | | 0054 211-09268 781.000 CYS | 66.30000 51780.30| 98.55000 76967.55| 59.45000 46430.45 STRUCTURE BACKFILL, TYPE 5 | | | 0055 213-09269 8.000 CYS | 153.00000 1224.00| 144.11000 1152.88| 92.50000 740.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0056 301-07448 34630.000 TON | 20.40000 706452.00| 21.88000 757704.40| 20.36000 705066.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0057 302-06464 36951.000 CYS | 39.47000 1458455.97| 39.00000 1441089.00| 40.95000 1513143.45 SUBBASE FOR PCCP | | | 0058 302-07455 208.000 CYS | 46.92000 9759.36| 46.00000 9568.00| 47.84000 9950.72 DENSE GRADED SUBBASE | | | 0059 302-08562 81.000 TON | 34.68000 2809.08| 34.00000 2754.00| 35.36000 2864.16 COARSE AGGREGATE, 8 | | | 0060 303-01180 25528.800 TON | 20.40000 520787.52| 21.42000 546826.90| 21.03000 536870.66 COMPACTED AGGREGATE, NO. 53 | | | 0061 303-07449 139.000 TON | 20.40000 2835.60| 22.95000 3190.05| 22.47000 3123.33 COMPACTED AGGREGATE, NO. 73 | | | 0062 303-07662 165.000 TON | 122.40000 20196.00| 49.64000 8190.60| 189.82000 31320.30 STONE | | | 0063 303-08210 60.000 TON | 36.56000 2193.60| 28.36000 1701.60| 26.34000 1580.40 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0064 401-07320 6368.000 TON | 59.16000 376730.88| 48.00000 305664.00| 50.40000 320947.20 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0065 401-07406 19442.000 TON | 48.96000 951880.32| 42.00000 816564.00| 44.10000 857392.20 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0066 402-07432 644.000 TON | 76.50000 49266.00| 63.00000 40572.00| 66.15000 42600.60 HMA SURFACE, TYPE A | | | 0067 402-07435 1084.000 TON | 61.20000 66340.80| 53.00000 57452.00| 55.65000 60324.60 HMA INTERMEDIATE, TYPE A | | | 0068 406-05520 21.000 TON | 408.00000 8568.00| 1.00000 21.00| 1.05000 22.05 ASPHALT FOR TACK COAT | | | 0069 501-05240 73968.000 LFT | 8.06000 596182.08| 7.50000 554760.00| 7.88000 582867.84 CONTRACTION JOINT, D1 | | | 0070 501-06266 LUMP | 8313.65000 8313.65| 29000.00000 29000.00| 30450.00000 30450.00 PROFILOGRAPH, PCCP | | | 0071 501-06321 147512.000 SYS | 24.46000 3608143.52| 23.25000 3429654.00| 24.42000 3602243.04 QC/QA-PCCP, 10 IN. | | | 0072 501-06727 LUMP | 8226.98000 8226.98| 2300.00000 2300.00| 2415.00000 2415.00 CORING, PCCP | | | 0073 503-05310 314.600 LFT | 198.90000 62573.94| 193.00000 60717.80| 201.05000 63250.33 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -18 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 601-01128 1.000 EACH | 1632.00000 1632.00| 1600.00000 1600.00| 1102.50000 1102.50 GUARDRAIL TRANSITION TYPE WGB | | | 0075 601-01522 15.000 EACH | 1836.00000 27540.00| 1800.00000 27000.00| 2215.50000 33232.50 GUARDRAIL TRANSITION TYPE TGB | | | 0076 601-01740 1.000 EACH | 1734.00000 1734.00| 1700.00000 1700.00| 2042.25000 2042.25 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0077 601-05999 2.000 EACH | 51.00000 102.00| 50.00000 100.00| 42.00000 84.00 CURVED TERMINAL END | | | 0078 601-06233 4.000 EACH | 8160.00000 32640.00| 8000.00000 32000.00| 8295.00000 33180.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0079 601-94689 8.000 EACH | 2652.00000 21216.00| 2600.00000 20800.00| 2646.00000 21168.00 GUARDRAIL END TREATMENT, OS | | | 0080 601-94690 5.000 EACH | 3672.00000 18360.00| 3600.00000 18000.00| 4200.00000 21000.00 GUARDRAIL END TREATMENT, MS | | | 0081 601-99105 1181.250 LFT | 18.36000 21687.75| 18.00000 21262.50| 19.11000 22573.69 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0082 601-99108 1475.000 LFT | 22.44000 33099.00| 22.00000 32450.00| 24.73000 36476.75 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0083 602-06729 62.000 EACH | 12.24000 758.88| 5.15000 319.30| 17.25000 1069.50 BARRIER DELINEATOR | | | 0084 603-06040 46246.000 LFT | 4.79000 221518.34| 4.70000 217356.20| 4.89000 226142.94 FENCE, FARM FIELD, 47 IN. | | | 0085 603-92636 170.000 LFT | 25.81000 4387.70| 25.30000 4301.00| 29.90000 5083.00 FENCE, CHAIN LINK, 72 IN. | | | 0086 609-06259 1248.800 SYS | 81.60000 101902.08| 79.95000 99841.56| 83.20000 103900.16 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0087 610-07487 221.650 TON | 102.00000 22608.30| 76.00000 16845.40| 79.80000 17687.67 HMA FOR APPROACHES, TYPE B | | | 0088 615-06490 3.000 EACH | 132.60000 397.80| 130.00000 390.00| 137.50000 412.50 RIGHT OF WAY MARKER | | | 0089 615-06505 8.000 EACH | 479.40000 3835.20| 470.00000 3760.00| 715.00000 5720.00 MONUMENT, B | | | 0090 615-06510 38.000 EACH | 275.40000 10465.20| 270.00000 10260.00| 555.50000 21109.00 MONUMENT, C | | | 0091 615-06515 40.000 EACH | 142.80000 5712.00| 140.00000 5600.00| 126.50000 5060.00 MONUMENT, D | | | 0092 615-92498 1.000 EACH | 642.60000 642.60| 630.00000 630.00| 935.00000 935.00 BENCH MARK , POST | | | 0093 616-02320 12994.500 SYS | 1.37000 17802.47| 0.87000 11305.22| 1.98000 25729.11 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -19 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 616-05688 641.000 TON | 59.16000 37921.56| 60.64000 38870.24| 67.80000 43459.80 RIPRAP, CLASS 1 | | | 0095 616-06405 9230.000 TON | 33.23000 306712.90| 30.51000 281607.30| 32.75000 302282.50 RIPRAP, REVETMENT | | | 0096 621-01004 18.000 EACH | 357.00000 6426.00| 350.00000 6300.00| 367.50000 6615.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0097 621-01597 27914.000 SYS | 3.26000 90999.64| 3.20000 89324.80| 3.36000 93791.04 EROSION CONTROL, MAT | | | 0098 621-02770 18836.000 SYS | 1.20000 22603.20| 1.18000 22226.48| 1.24000 23356.64 EROSION CONTROL BLANKET | | | 0099 621-03787 28.000 LBS | 32.64000 913.92| 32.00000 896.00| 31.20000 873.60 SEED MIXTURE, D | | | 0100 621-06545 54.590 TON | 867.00000 47329.53| 850.00000 46401.50| 892.50000 48721.58 FERTILIZER | | | 0101 621-06553 18218.000 LBS | 3.94000 71778.92| 3.86000 70321.48| 4.06000 73965.08 SEED MIXTURE, R | | | 0102 621-06557 9098.000 LBS | 2.40000 21835.20| 2.35000 21380.30| 2.47000 22472.06 SEED MIXTURE, T | | | 0103 621-06565 431.000 TON | 183.60000 79131.60| 177.15000 76351.65| 189.00000 81459.00 MULCHING MATERIAL | | | 0104 621-06567 127.020 kGAL | 1.02000 129.56| 1.00000 127.02| 1.05000 133.37 WATER | | | 0105 621-06570 11044.000 CYS | 3.06000 33794.64| 6.71000 74105.24| 5.60000 61846.40 TOP SOIL | | | 0106 621-06574 32108.900 SYS | 3.08000 98895.41| 2.57000 82519.87| 2.70000 86694.03 SODDING | | | 0107 621-99010 140.000 LBS | 23.97000 3355.80| 23.50000 3290.00| 24.68000 3455.20 SEEDING, PRAIRIE | | | 0108 622-05648 175.000 EACH | 21.68000 3794.00| 21.25000 3718.75| 22.32000 3906.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0109 622-52436 16.000 EACH | 40.80000 652.80| 40.00000 640.00| 42.00000 672.00 SIGN, DO NOT MOW OR SPRAY | | | 0110 622-91786 775.000 EACH | 3.42000 2650.50| 3.35000 2596.25| 3.52000 2728.00 SEEDLING | | | 0111 628-09401 24.000 MOS | 2072.36000 49736.64| 2061.39000 49473.36| 2242.16000 53811.84 FIELD OFFICE, A | | | 0112 628-09402 24.000 MOS | 2211.41000 53073.84| 2179.30000 52303.20| 2342.19000 56212.56 FIELD OFFICE, B | | | 0113 628-09407 48.000 MOS | 218.36000 10481.28| 253.50000 12168.00| 157.50000 7560.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -20 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 701-06011 8.000 EACH | 816.00000 6528.00| 800.00000 6400.00| 832.00000 6656.00 DYNAMIC PILE LOAD TEST | | | 0115 701-06012 8.000 EACH | 1326.00000 10608.00| 1300.00000 10400.00| 1352.00000 10816.00 TEST PILE, RESTRIKE | | | 0116 701-06027 8.000 EACH | 2040.00000 16320.00| 2000.00000 16000.00| 2080.00000 16640.00 TEST PILE | | | 0117 701-51195 6999.000 LFT | 36.72000 257003.28| 36.00000 251964.00| 37.44000 262042.56 PILE, STEEL H, HP 12" X 53 | | | 0118 702-90915 45.100 CYS | 918.00000 41401.80| 600.00000 27060.00| 624.00000 28142.40 CONCRETE, A | | | 0119 702-92857 201.600 CYS | 357.00000 71971.20| 350.00000 70560.00| 364.00000 73382.40 CONCRETE, C, SUBSTRUCTURE | | | 0120 703-06029 378849.000 LBS | 0.75000 284136.75| 0.74000 280348.26| 0.77000 291713.73 REINFORCING BARS, EPOXY COATED | | | 0121 703-51030 2764.000 LBS | 0.89000 2459.96| 0.87000 2404.68| 0.91000 2515.24 REINFORCING STEEL | | | 0122 704-51002 1129.400 CYS | 494.70000 558714.18| 484.83000 547567.00| 504.40000 569669.36 CONCRETE, C, SUPERSTRUCTURE | | | 0123 706-05732 8.000 EACH | 1326.00000 10608.00| 1300.00000 10400.00| 1352.00000 10816.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0124 706-05734 8.000 EACH | 1326.00000 10608.00| 1300.00000 10400.00| 1352.00000 10816.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0125 706-05734 4.000 EACH | 1326.00000 5304.00| 1300.00000 5200.00| 1352.00000 5408.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | , MODIFIED, 54" | | | 0126 706-08496 773.200 SYS | 71.40000 55206.48| 70.00000 54124.00| 72.80000 56288.96 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0127 706-09545 110.800 CYS | 71.40000 7911.12| 45.00000 4986.00| 46.80000 5185.44 COARSE AGGREGATE, NO. 8 | | | 0128 706-51020 219.500 CYS | 765.00000 167917.50| 750.00000 164625.00| 780.00000 171210.00 CONCRETE, C, RAILING | | | 0129 707-09384 1490.000 LFT | 346.80000 516732.00| 290.00000 432100.00| 312.00000 464880.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72 IN. X 61 IN. | | | 0130 707-09414 938.000 LFT | 326.40000 306163.20| 248.00000 232624.00| 301.60000 282900.80 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 61 IN. | | | 0131 709-51821 LUMP | 9424.80000 9424.80| 9240.00000 9240.00| 9309.00000 9309.00 SURFACE SEAL , STR NO 31-71-8918 | | | 0132 709-51821 LUMP | 5916.00000 5916.00| 5800.00000 5800.00| 7490.00000 7490.00 SURFACE SEAL , STR NO 31-71-8935 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -21 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0133 709-51821 LUMP | 9424.80000 9424.80| 9240.00000 9240.00| 9309.00000 9309.00 SURFACE SEAL , STR NO 31-71-9141 | | | 0134 709-51821 LUMP | 5569.20000 5569.20| 5460.00000 5460.00| 7704.00000 7704.00 SURFACE SEAL , STR NO. 31-71-8934 | | | 0135 711-51070 40.000 EACH | 204.00000 8160.00| 25.00000 1000.00| 55.00000 2200.00 ANCHOR PLATE, AP 1 | | | 0136 714-02677 257.000 LFT | 326.40000 83884.80| 206.33000 53026.81| 230.30000 59187.10 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 4' X 4' | | | 0137 714-04854 330.000 LFT | 433.50000 143055.00| 309.98000 102293.40| 316.42000 104418.60 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 7' X 3' | | | 0138 714-04875 210.000 LFT | 1479.00000 310590.00| 962.68000 202162.80| 1536.29000 322620.90 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX , 18 FT. X 3 FT. | | | 0139 714-06279 161.000 LFT | 612.00000 98532.00| 384.38000 61885.18| 400.95000 64552.95 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 3' | | | 0140 715-05048 98298.000 LFT | 2.55000 250659.90| 4.34000 426613.32| 2.63000 258523.74 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0141 715-05053 10562.000 LFT | 13.26000 140052.12| 11.38000 120195.56| 13.65000 144171.30 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0142 715-05119 279.000 LFT | 29.58000 8252.82| 34.78000 9703.62| 26.08000 7276.32 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0143 715-05128 234.000 LFT | 148.92000 34847.28| 85.47000 19999.98| 73.89000 17290.26 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0144 715-05149 1149.000 LFT | 25.50000 29299.50| 31.34000 36009.66| 19.61000 22531.89 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0145 715-05151 2251.000 LFT | 29.58000 66584.58| 31.11000 70028.61| 17.91000 40315.41 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0146 715-05152 620.000 LFT | 31.62000 19604.40| 37.71000 23380.20| 26.56000 16467.20 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0147 715-05155 172.000 LFT | 56.10000 9649.20| 55.79000 9595.88| 41.97000 7218.84 PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0148 715-05169 50.000 LFT | 33.66000 1683.00| 37.30000 1865.00| 19.29000 964.50 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0149 715-05248 512.000 LFT | 217.26000 111237.12| 180.33000 92328.96| 154.06000 78878.72 PIPE, TYPE 1, DEFORMED, 16.6 SQ. FT. | | | 0150 715-05372 63.000 LFT | 148.92000 9381.96| 87.70000 5525.10| 80.17000 5050.71 PIPE, TYPE 3, DEFORMED, MIN. AREA 7.4 | | | SFT. | | | 0151 715-05443 200.000 LFT | 35.70000 7140.00| 36.85000 7370.00| 20.50000 4100.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -22 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0152 715-06004 2.000 EACH | 1020.00000 2040.00| 1535.03000 3070.06| 1748.75000 3497.50 CONCRETE ANCHOR, 48 IN. | | | 0153 715-06825 2.000 EACH | 1122.00000 2244.00| 900.00000 1800.00| 1512.50000 3025.00 CONCRETE ANCHOR , MIN. AREA 7.4 SQ. FT. | | | 0154 715-07303 2.000 EACH | 1428.00000 2856.00| 1350.00000 2700.00| 1985.00000 3970.00 CONCRETE ANCHOR, MIN. AREA 16.7 SQ.FT. | | | 0155 715-08282 102.000 TON | 102.00000 10404.00| 80.00000 8160.00| 84.00000 8568.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0156 715-08283 334.000 SYS | 153.00000 51102.00| 50.00000 16700.00| 55.00000 18370.00 PCCP FOR STRUCTURE INSTALLATION | | | 0157 715-08302 2.000 EACH | 1632.00000 3264.00| 2500.00000 5000.00| 3560.00000 7120.00 CONCRETE ANCHOR, MIN. AREA 24.8 SQ. FT. | | | 0159 715-09064 5960.000 LFT | 1.12000 6675.20| 1.10000 6556.00| 1.13000 6734.80 VIDEO INSPECTION FOR PIPE | | | 0160 715-09388 200.000 LFT | 21.42000 4284.00| 31.07000 6214.00| 35.00000 7000.00 PIPE, DRAINTILE, 15 IN. | | | 0161 715-09389 250.000 LFT | 18.36000 4590.00| 29.96000 7490.00| 20.50000 5125.00 PIPE, DRAINTILE, 10 IN. | | | 0162 715-09491 250.000 LFT | 35.70000 8925.00| 29.42000 7355.00| 25.50000 6375.00 PIPE, DRAINTILE, 10 IN. , TERMINAL | | | SECTION | | | 0163 715-46000 27.000 EACH | 504.90000 13632.30| 422.30000 11402.10| 146.50000 3955.50 PIPE END SECTION, 12 IN. | | | 0164 715-46005 26.000 EACH | 510.00000 13260.00| 317.33000 8250.58| 185.10000 4812.60 PIPE END SECTION, 15 IN. | | | 0165 715-46010 6.000 EACH | 555.90000 3335.40| 468.29000 2809.74| 248.50000 1491.00 PIPE END SECTION, 18 IN. | | | 0166 715-46025 2.000 EACH | 816.00000 1632.00| 595.35000 1190.70| 436.00000 872.00 PIPE END SECTION, 27 IN. | | | 0167 715-90832 450.000 LFT | 16.32000 7344.00| 26.31000 11839.50| 17.00000 7650.00 PIPE, DRAINTILE, 6 IN | | | 0168 715-90832 450.000 LFT | 31.62000 14229.00| 25.35000 11407.50| 17.00000 7650.00 PIPE, DRAINTILE, 6 IN , TERMINAL SECTIO | | | 0169 715-90833 350.000 LFT | 18.36000 6426.00| 27.72000 9702.00| 18.50000 6475.00 PIPE, DRAINTILE, 8 IN | | | 0170 715-90833 350.000 LFT | 33.66000 11781.00| 24.17000 8459.50| 18.50000 6475.00 PIPE, DRAINTILE, 8 IN , TERMINAL SECTIO | | | 0171 715-90834 200.000 LFT | 19.38000 3876.00| 29.42000 5884.00| 21.00000 4200.00 PIPE, DRAINTILE, 12 IN. | | | 0172 718-06528 236.000 EACH | 918.00000 216648.00| 889.36000 209888.96| 945.00000 223020.00 OUTLET PROTECTOR, 1 | | | 0173 718-06532 10000.000 LFT | 0.82000 8200.00| 0.80000 8000.00| 1.13000 11300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -23 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0174 718-52610 10811.000 CYS | 44.88000 485197.68| 36.13000 390601.43| 46.20000 499468.20 AGGREGATE FOR UNDERDRAINS | | | 0175 718-99153 105179.000 SYS | 1.17000 123059.43| 0.49000 51537.71| 1.21000 127266.59 GEOTEXTILES FOR UNDERDRAIN | | | 0176 719-09392 200.000 LFT | 36.72000 7344.00| 34.77000 6954.00| 30.50000 6100.00 PIPE, DRAIN TILE TERMINAL SECTION, 15 I | | | 0177 720-09079 4.000 EACH | 1892.10000 7568.40| 1792.56000 7170.24| 1246.20000 4984.80 INLET, HA5, MODIFIED | | | 0178 720-45030 2.000 EACH | 1300.50000 2601.00| 1167.67000 2335.34| 817.93000 1635.86 INLET, E7 | | | 0179 720-45065 27.000 EACH | 1836.00000 49572.00| 2984.46000 80580.42| 2538.05000 68527.35 INLET, N12 | | | 0180 720-45130 22.000 EACH | 1377.00000 30294.00| 1242.81000 27341.82| 879.55000 19350.10 INLET, E7, MODIFIED | | | 0181 731-93945 27099.000 SFT | 13.26000 359332.74| 13.00000 352287.00| 13.52000 366378.48 FACE PANELS, CONCRETE | | | 0182 731-93946 27099.000 SFT | 11.22000 304050.78| 11.00000 298089.00| 11.44000 310012.56 WALL ERECTION | | | 0183 731-93947 1227.000 LFT | 27.54000 33791.58| 27.00000 33129.00| 28.08000 34454.16 LEVELING PAD, CONCRETE | | | 0184 801-03290 4.000 EACH | 270.30000 1081.20| 175.00000 700.00| 192.50000 770.00 CONSTRUCTION SIGN, C | | | 0185 801-04308 6.000 EACH | 464.10000 2784.60| 390.00000 2340.00| 429.00000 2574.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0186 801-06199 4.000 EACH | 610.98000 2443.92| 260.00000 1040.00| 286.00000 1144.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0187 801-06207 25170.000 LFT | 0.98000 24666.60| 0.84000 21142.80| 0.93000 23408.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0188 801-06640 38.500 EACH | 270.30000 10406.55| 175.00000 6737.50| 192.50000 7411.25 CONSTRUCTION SIGN, A | | | 0189 801-06645 6.000 EACH | 80.58000 483.48| 55.00000 330.00| 60.50000 363.00 CONSTRUCTION SIGN, B | | | 0190 801-06710 60.000 DAY | 5.61000 336.60| 11.00000 660.00| 12.10000 726.00 FLASHING ARROW SIGN | | | 0191 801-06775 LUMP | 113823.91000 113823.91| 79523.16000 79523.16| 25850.00000 25850.00 MAINTAINING TRAFFIC | | | 0192 801-07118 80.000 LFT | 11.78000 942.40| 20.00000 1600.00| 39.60000 3168.00 BARRICADE, III-A | | | 0193 801-07119 160.000 LFT | 16.88000 2700.80| 20.00000 3200.00| 39.60000 6336.00 BARRICADE, III-B | | | 0194 801-07120 600.000 LFT | 51.00000 30600.00| 25.00000 15000.00| 27.50000 16500.00 BARRICADE, III, PERMANENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -24 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0195 801-08400 680.000 LFT | 26.52000 18033.60| 36.79000 25017.20| 33.00000 22440.00 TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0196 802-05701 242.000 LFT | 15.30000 3702.60| 15.00000 3630.00| 16.50000 3993.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0197 802-05702 217.500 LFT | 10.20000 2218.50| 10.00000 2175.00| 11.00000 2392.50 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0198 802-07057 1289.000 SFT | 15.30000 19721.70| 14.00000 18046.00| 16.50000 21268.50 SIGN, PANEL, WITH LEGEND | | | 0199 802-07151 24.000 EACH | 346.80000 8323.20| 340.00000 8160.00| 374.00000 8976.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0200 802-07153 3.000 EACH | 377.40000 1132.20| 370.00000 1110.00| 407.00000 1221.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0201 802-07154 4.000 EACH | 387.60000 1550.40| 380.00000 1520.00| 418.00000 1672.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0202 802-09221 1.000 EACH | 65280.00000 65280.00| 58000.00000 58000.00| 70400.00000 70400.00 BOX TRUSS SIGN STRUCTURE, TYPE A | | | 0203 802-09537 2.000 EACH | 9894.00000 19788.00| 9700.00000 19400.00| 10670.00000 21340.00 SIGN BOX TRUSS STRUCTURE FOUNDATION AT | | | 36 IN. , MEDIAN AND SHOULDER | | | 0204 802-76025 29.500 SFT | 38.76000 1143.42| 20.00000 590.00| 41.80000 1233.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0205 802-76035 172.500 SFT | 14.28000 2463.30| 12.00000 2070.00| 15.40000 2656.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0206 802-76045 36.000 SFT | 19.38000 697.68| 17.00000 612.00| 20.90000 752.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0207 802-76095 7169.500 LBS | 3.67000 26312.07| 3.20000 22942.40| 3.96000 28391.22 STRUCTURAL STEEL, BREAKAWAY | | | 0208 804-06770 236.000 EACH | 27.54000 6499.44| 23.00000 5428.00| 41.80000 9864.80 DELINEATOR POST | | | 0209 808-03631 51867.000 LFT | 0.35000 18153.45| 0.16000 8298.72| 0.38000 19709.46 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0210 808-03632 51912.000 LFT | 0.35000 18169.20| 0.16000 8305.92| 0.38000 19726.56 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0211 808-05534 3278.000 LFT | 0.69000 2261.82| 0.63000 2065.14| 1.10000 3605.80 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -25 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0212 808-05535 417.000 LFT | 7.50000 3127.50| 18.55000 7735.35| 8.25000 3440.25 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0213 808-06701 1765.000 LFT | 0.33000 582.45| 0.35000 617.75| 0.36000 635.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0214 808-06703 3760.000 LFT | 0.33000 1240.80| 0.35000 1316.00| 0.36000 1353.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0215 808-06716 6965.000 LFT | 0.39000 2716.35| 0.48000 3343.20| 0.55000 3830.75 LINE, REMOVE | | | 0216 808-74805 12.000 LFT | 8.02000 96.24| 17.75000 213.00| 9.90000 118.80 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0217 808-74811 12002.000 LFT | 0.43000 5160.86| 0.56000 6721.12| 0.47000 5640.94 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0218 808-75245 1440.000 LFT | 0.33000 475.20| 0.35000 504.00| 0.36000 518.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0219 808-75998 776.000 EACH | 13.16000 10212.16| 12.90000 10010.40| 17.60000 13657.60 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0220 715-08300 352.000 LFT | 255.00000 89760.00| 215.12000 75722.24| 218.61000 76950.72 PIPE, TYPE 1, DEFORMED, MIN. AREA 24.8 | | | SQ. FT. | | | 0221 628-09719 24.000 MOS | 831.32000 19951.68| 707.44000 16978.56| 500.00000 12000.00 ALL TERRAIN VEHICLE | | | 0222 202-03135 15000.000 SFT | 12.24000 183600.00| 12.00000 180000.00| 13.20000 198000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0223 202-05823 20.000 EACH | 816.00000 16320.00| 3500.00000 70000.00| 575.00000 11500.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GAL LONS CAPACITY | | | 0224 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | SECTION TOTALS | $ 29,628,638.93| $ 30,059,042.61| $ 34,163,576.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 29,628,638.93| $ 30,059,042.61| $ 34,163,576.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -1 VENDOR RANKING CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 11/12/10 LOCATION : ON LINCOLN STREET FROM JCT OF 1ST STREET TO JCT OF SR3 AND PROJECT(S) : 9916021 ON BARACHEL LANE FROM JCT OF EAST STREET TO GAS CREEK 0710999 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 6,439,765.48 100.0000% 2 35-1128289 BEATY CONSTRUCTION INC $ 6,932,427.09 107.6503% 3 35-1698047 GRADEX INC $ 7,137,549.84 110.8356% 4 35-1917625 MILESTONE CONTRACTORS LP $ 7,827,206.15 121.5449% 5 31-0578656 JOHN R JURGENSEN COMPANY $ 8,498,360.88 131.9669% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -2 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 47000.00000 47000.00| 74900.00000 74900.00| 150000.00000 150000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 275.00000 825.00| 100.00000 300.00| 150.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 75.00000 3600.00| 125.00000 6000.00| 100.00000 4800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 319000.00000 319000.00| 349500.00000 349500.00| 356800.00000 356800.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 94000.00000 94000.00| 104500.00000 104500.00| 146000.00000 146000.00 CLEARING RIGHT OF WAY | | | 0014 202-01000 LUMP | 10000.00000 10000.00| 75000.00000 75000.00| 15000.00000 15000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0015 202-01261 1.000 EACH | 1800.00000 1800.00| 960.00000 960.00| 250.00000 250.00 TESTING FOR ASBESTOS | | | 0016 202-01300 4.000 EACH | 2900.00000 11600.00| 2700.00000 10800.00| 2760.00000 11040.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0017 202-02240 854.000 SYS | 19.55000 16695.70| 7.50000 6405.00| 12.00000 10248.00 PAVEMENT REMOVAL | | | 0018 202-03000 LUMP | 9100.00000 9100.00| 5600.00000 5600.00| 10500.00000 10500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -3 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-07553 4215.000 CYS | 5.00000 21075.00| 5.10000 21496.50| 6.80000 28662.00 REGULATED MATERIALS, REMOVE, TYPE Y , | | | SOIL | | | 0020 202-07554 4215.000 CYS | 6.00000 25290.00| 6.05000 25500.75| 18.90000 79663.50 REGULATED MATERIALS, TRANSPORT, TYPE Y | | | SOIL | | | 0021 202-07555 4215.000 CYS | 40.00000 168600.00| 45.50000 191782.50| 47.00000 198105.00 REGULATED MATERIALS, DISPOSE, TYPE Y , | | | SOIL | | | 0022 202-08429 25000.000 GAL | 0.25000 6250.00| 0.35000 8750.00| 0.25000 6250.00 REGULATED MATERIALS, DISPOSE, B , WATER | | | 0023 202-08430 25000.000 GAL | 0.25000 6250.00| 0.25000 6250.00| 0.22000 5500.00 REGULATED MATERIALS, REMOVE, B , WATER | | | 0024 202-08431 25000.000 GAL | 0.25000 6250.00| 0.25000 6250.00| 0.22000 5500.00 REGULATED MATERIALS, TRANSPORT, B , | | | WATER | | | 0025 202-09106 10.000 EACH | 310.00000 3100.00| 355.00000 3550.00| 225.00000 2250.00 TESTING FOR CONTAMINATED MATERIALS, | | | MTBE AND BTEX(WATER), 24 HOUR RETURN , | | | WATER, 24-HOUR RETURN | | | 0026 202-52710 1133.000 SYS | 4.00000 4532.00| 8.00000 9064.00| 4.80000 5438.40 SIDEWALK, CONCRETE, REMOVE | | | 0027 202-91385 34.000 EACH | 200.00000 6800.00| 275.00000 9350.00| 56.00000 1904.00 INLET, REMOVE | | | 0028 202-92222 10.000 EACH | 410.00000 4100.00| 375.00000 3750.00| 250.00000 2500.00 TESTING FOR CONTAMINATED MATERIALS, TPH | | | (SOIL), 24 HOUR RETURN , SOIL, 24-HOUR | | | RETURN | | | 0029 202-93047 7.000 EACH | 510.00000 3570.00| 825.00000 5775.00| 625.00000 4375.00 MANHOLE, REMOVE | | | 0030 202-96022 8.000 EACH | 710.00000 5680.00| 775.00000 6200.00| 480.00000 3840.00 CONCRETE FOUNDATION, REMOVE | | | 0031 202-96133 4500.000 LFT | 14.00000 63000.00| 12.00000 54000.00| 16.00000 72000.00 PIPE, REMOVE | | | 0032 202-98695 LUMP | 3500.00000 3500.00| 1900.00000 1900.00| 2100.00000 2100.00 WELL, REMOVE | | | 0033 203-02000 29083.000 CYS | 11.54000 335617.82| 7.50000 218122.50| 18.50000 538035.50 EXCAVATION, COMMON | | | 0034 205-06933 10.000 EACH | 135.00000 1350.00| 140.00000 1400.00| 142.00000 1420.00 TEMPORARY DITCH INLET PROTECTION | | | 0035 205-06937 1040.000 LFT | 1.50000 1560.00| 1.55000 1612.00| 1.58000 1643.20 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -4 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 205-09543 50.000 TON | 12.50000 625.00| 27.25000 1362.50| 22.00000 1100.00 NO 2 STONE | | | 0037 207-08267 6804.000 SYS | 9.00000 61236.00| 8.25000 56133.00| 5.90000 40143.60 SUBGRADE TREATMENT, TYPE IIIA | | | 0038 207-08268 34812.000 SYS | 9.00000 313308.00| 12.00000 417744.00| 10.25000 356823.00 SUBGRADE TREATMENT, TYPE IV | | | 0039 210-07753 1.000 EACH | 95000.00000 95000.00| 90000.00000 90000.00| 90000.00000 90000.00 GATEWAY , GATEWAY SIGN STRUCTURE | | | 0040 210-07753 1.000 EACH | 17000.00000 17000.00| 16150.00000 16150.00| 16800.00000 16800.00 GATEWAY , GATEWAY TOWER STRUCTURE | | | 0041 211-09264 5066.000 CYS | 29.50000 149447.00| 20.00000 101320.00| 18.30000 92707.80 STRUCTURE BACKFILL, TYPE 1 | | | 0043 211-09268 445.000 CYS | 60.00000 26700.00| 68.00000 30260.00| 57.00000 25365.00 STRUCTURE BACKFILL, TYPE 5 | | | 0044 301-07448 3249.000 TON | 23.00000 74727.00| 20.75000 67416.75| 14.00000 45486.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0045 401-07320 52.000 TON | 100.00000 5200.00| 108.00000 5616.00| 112.00000 5824.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0046 401-07321 781.000 TON | 75.00000 58575.00| 65.00000 50765.00| 66.40000 51858.40 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0047 401-07328 1602.000 TON | 57.00000 91314.00| 73.00000 116946.00| 74.20000 118868.40 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0048 401-07390 1302.000 TON | 55.00000 71610.00| 54.00000 70308.00| 54.80000 71349.60 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0049 401-07398 2670.000 TON | 53.00000 141510.00| 55.00000 146850.00| 59.30000 158331.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0050 401-07407 2083.000 TON | 50.00000 104150.00| 48.50000 101025.50| 50.40000 104983.20 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0051 401-07408 4271.000 TON | 46.00000 196466.00| 49.00000 209279.00| 50.95000 217607.45 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0052 401-07423 1906.000 TON | 52.00000 99112.00| 51.00000 97206.00| 52.20000 99493.20 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0053 401-07424 3457.000 TON | 51.00000 176307.00| 51.00000 176307.00| 51.85000 179245.45 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0054 401-07429 5472.000 TON | 48.00000 262656.00| 60.00000 328320.00| 61.50000 336528.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0055 402-07432 252.000 TON | 92.00000 23184.00| 60.00000 15120.00| 104.00000 26208.00 HMA SURFACE, TYPE A | | | 0056 402-07435 503.000 TON | 75.00000 37725.00| 102.00000 51306.00| 79.50000 39988.50 HMA INTERMEDIATE, TYPE A | | | 0057 402-07453 2476.000 TON | 59.00000 146084.00| 77.00000 190652.00| 51.60000 127761.60 HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -5 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 604-01527 85.000 SYS | 145.00000 12325.00| 200.00000 17000.00| 250.00000 21250.00 PAVERS, BRICK , TYPE A, INTERLOCKING | | | 0059 604-07894 13.000 SYS | 150.00000 1950.00| 175.00000 2275.00| 165.00000 2145.00 CURB RAMP, CONCRETE, A | | | 0060 604-07900 223.400 SYS | 150.00000 33510.00| 175.00000 39095.00| 159.00000 35520.60 CURB RAMP, CONCRETE, F | | | 0061 604-07902 66.600 SYS | 150.00000 9990.00| 175.00000 11655.00| 164.00000 10922.40 CURB RAMP, CONCRETE, H | | | 0062 604-91531 4713.000 SYS | 31.75000 149637.75| 28.00000 131964.00| 31.00000 146103.00 SIDEWALK, CONCRETE, 4 IN. | | | 0063 605-06120 3565.000 LFT | 15.00000 53475.00| 26.00000 92690.00| 16.50000 58822.50 CURB, CONCRETE | | | 0064 605-06150 7503.000 LFT | 12.84000 96338.52| 20.50000 153811.50| 16.10000 120798.30 CURB AND GUTTER, C, CONCRETE | | | 0065 610-07712 1141.000 SYS | 40.00000 45640.00| 40.00000 45640.00| 38.80000 44270.80 PCCP FOR APPROACHES, 6 IN. | | | 0066 610-09108 5664.000 SYS | 47.00000 266208.00| 48.00000 271872.00| 45.35000 256862.40 PCCP FOR APPROACHES, 9 IN. | | | 0067 611-06497 17.000 EACH | 160.00000 2720.00| 165.00000 2805.00| 186.00000 3162.00 MAILBOX ASSEMBLY, SINGLE | | | 0068 611-06498 5.000 EACH | 200.00000 1000.00| 205.00000 1025.00| 370.00000 1850.00 MAILBOX ASSEMBLY, DOUBLE | | | 0069 615-06505 10.000 EACH | 675.00000 6750.00| 700.00000 7000.00| 620.00000 6200.00 MONUMENT, B | | | 0070 615-06510 1.000 EACH | 495.00000 495.00| 500.00000 500.00| 570.00000 570.00 MONUMENT, C | | | 0071 615-06527 2.000 EACH | 495.00000 990.00| 500.00000 1000.00| 637.00000 1274.00 MONUMENT, SECTION CORNER | | | 0072 616-02320 94.400 SYS | 4.00000 377.60| 2.40000 226.56| 2.25000 212.40 GEOTEXTILES | | | 0073 616-05688 45.000 TON | 35.00000 1575.00| 35.00000 1575.00| 39.00000 1755.00 RIPRAP, CLASS 1 | | | 0074 616-06405 11.000 TON | 35.00000 385.00| 35.00000 385.00| 35.00000 385.00 RIPRAP, REVETMENT | | | 0075 621-06567 8172.000 kGAL | 0.10000 817.20| 0.10000 817.20| 0.11000 898.92 WATER | | | 0076 621-06575 2270.000 SYS | 3.00000 6810.00| 2.65000 6015.50| 3.93000 8921.10 SODDING, NURSERY | | | 0077 622-02564 LUMP | 70112.50000 70112.50| 71000.00000 71000.00| 72000.00000 72000.00 LANDSCAPING | | | 0078 628-09402 16.000 MOS | 1700.00000 27200.00| 1575.00000 25200.00| 2000.00000 32000.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -6 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 628-09407 16.000 MOS | 150.00000 2400.00| 50.00000 800.00| 250.00000 4000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0080 704-04850 9.000 SYS | 300.00000 2700.00| 175.00000 1575.00| 525.00000 4725.00 CONCRETE , INTEGRALLY COLORED | | | 0081 706-92237 42.000 LFT | 365.00000 15330.00| 375.00000 15750.00| 228.00000 9576.00 HANDRAIL, STEEL | | | 0082 712-04784 2.000 EACH | 22575.00000 45150.00| 15500.00000 31000.00| 15750.00000 31500.00 STRUCTURE , PEDESTRIAN SEATWALL | | | 0083 714-08514 303.930 SFT | 62.00000 18843.66| 75.00000 22794.75| 105.00000 31912.65 WINGWALL | | | 0084 714-26707 197.330 LFT | 394.00000 77748.02| 375.00000 73998.75| 390.00000 76958.70 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 6' | | | 0085 715-01902 49.000 LFT | 34.00000 1666.00| 225.00000 11025.00| 57.00000 2793.00 WATER SERVICE LINE, 2 IN. | | | 0086 715-02181 100.000 LFT | 45.00000 4500.00| 25.00000 2500.00| 46.00000 4600.00 SANITARY SEWER SERVICE ADJUSTMENT | | | 0087 715-04632 1.000 EACH | 1445.00000 1445.00| 3275.00000 3275.00| 1200.00000 1200.00 PIPE END SECTION, PRECAST CONCRETE, 36 | | | IN. | | | 0088 715-05024 2435.000 LFT | 89.00000 216715.00| 105.00000 255675.00| 104.00000 253240.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0089 715-05048 12408.000 LFT | 4.00000 49632.00| 4.75000 58938.00| 3.70000 45909.60 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0090 715-05118 2176.000 LFT | 24.00000 52224.00| 27.00000 58752.00| 28.50000 62016.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0091 715-05119 1816.500 LFT | 32.00000 58128.00| 31.00000 56311.50| 32.00000 58128.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0092 715-05121 417.000 LFT | 40.00000 16680.00| 34.00000 14178.00| 36.00000 15012.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0093 715-05123 1306.000 LFT | 51.00000 66606.00| 42.00000 54852.00| 46.00000 60076.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0094 715-05125 1064.000 LFT | 38.00000 40432.00| 50.00000 53200.00| 60.00000 63840.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0095 715-05127 163.000 LFT | 98.00000 15974.00| 90.00000 14670.00| 85.00000 13855.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0096 715-05408 25.000 LFT | 45.00000 1125.00| 41.00000 1025.00| 60.00000 1500.00 PIPE, SANITARY SEWER, 8 IN. | | | 0097 715-05409 25.000 LFT | 50.00000 1250.00| 41.00000 1025.00| 75.00000 1875.00 PIPE, SANITARY SEWER, 10 IN. | | | 0098 715-05411 50.000 LFT | 55.00000 2750.00| 42.00000 2100.00| 76.00000 3800.00 PIPE, SANITARY SEWER, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -7 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 715-05412 25.000 LFT | 65.00000 1625.00| 48.00000 1200.00| 95.00000 2375.00 PIPE, SANITARY SEWER, 15 IN. | | | 0100 715-05711 25.000 LFT | 45.00000 1125.00| 22.00000 550.00| 40.00000 1000.00 PIPE, SANITARY SEWER, 6 IN. | | | 0101 715-07317 1.000 EACH | 19500.00000 19500.00| 18000.00000 18000.00| 18000.00000 18000.00 CHECK VALVE | | | 0102 715-08179 1.000 EACH | 2800.00000 2800.00| 2700.00000 2700.00| 1350.00000 1350.00 CONCRETE ANCHOR, MIN. AREA 10.2 SFT. | | | 0103 715-09597 438.000 LFT | 100.00000 43800.00| 145.00000 63510.00| 145.00000 63510.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 9.8 | | | SFT. | | | 0104 715-46000 1.000 EACH | 225.00000 225.00| 210.00000 210.00| 608.00000 608.00 PIPE END SECTION, 12 IN. | | | 0105 715-93911 40.000 LFT | 315.00000 12600.00| 60.00000 2400.00| 28.00000 1120.00 WATER MAIN, 4 IN. | | | 0106 715-93912 46.000 LFT | 385.00000 17710.00| 76.00000 3496.00| 30.00000 1380.00 WATER MAIN, 6 IN. | | | 0107 715-93913 554.000 LFT | 85.00000 47090.00| 47.00000 26038.00| 25.50000 14127.00 WATER MAIN, 8 IN. | | | 0108 715-98165 5196.000 LFT | 49.00000 254604.00| 45.00000 233820.00| 31.00000 161076.00 WATER MAIN, 12 IN. | | | 0109 718-52610 982.000 CYS | 40.00000 39280.00| 31.00000 30442.00| 21.00000 20622.00 AGGREGATE FOR UNDERDRAINS | | | 0110 718-99153 13098.000 SYS | 1.00000 13098.00| 1.00000 13098.00| 0.83000 10871.34 GEOTEXTILES FOR UNDERDRAIN | | | 0111 720-01092 1.000 EACH | 2837.00000 2837.00| 5000.00000 5000.00| 3300.00000 3300.00 MANHOLE, J15, MODIFIED | | | 0112 720-08242 2.000 EACH | 5327.00000 10654.00| 7200.00000 14400.00| 4875.00000 9750.00 MANHOLE, L15, MODIFIED | | | 0113 720-09595 1.000 EACH | 4250.00000 4250.00| 6200.00000 6200.00| 3600.00000 3600.00 MANHOLE, J13, MODIFIED | | | 0114 720-09596 10.000 EACH | 2292.00000 22920.00| 3100.00000 31000.00| 2070.00000 20700.00 MANHOLE, C15, MODIFIED | | | 0115 720-44000 25.000 EACH | 300.00000 7500.00| 450.00000 11250.00| 730.00000 18250.00 CASTING, ADJUST TO GRADE | | | 0116 720-44296 1.000 EACH | 225.00000 225.00| 275.00000 275.00| 555.00000 555.00 CAP INLET | | | 0117 720-45075 3.000 EACH | 1550.00000 4650.00| 2000.00000 6000.00| 1700.00000 5100.00 INLET, R13 | | | 0118 720-45235 7.000 EACH | 1225.00000 8575.00| 1375.00000 9625.00| 1450.00000 10150.00 CATCH BASIN, E7 | | | 0119 720-45265 4.000 EACH | 800.00000 3200.00| 800.00000 3200.00| 1300.00000 5200.00 PIPE CATCH BASIN, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -8 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 720-45410 8.000 EACH | 1693.00000 13544.00| 2500.00000 20000.00| 1545.00000 12360.00 MANHOLE, C4 | | | 0121 720-45410 1.000 EACH | 4018.00000 4018.00| 2900.00000 2900.00| 2070.00000 2070.00 MANHOLE, C4 , SANITARY | | | 0122 720-45510 4.000 EACH | 1838.00000 7352.00| 2600.00000 10400.00| 1860.00000 7440.00 MANHOLE, C4, MODIFIED | | | 0123 720-92884 2.000 EACH | 3055.00000 6110.00| 5700.00000 11400.00| 4065.00000 8130.00 MANHOLE, K4, MODIFIED | | | 0124 720-93409 32.000 EACH | 1675.00000 53600.00| 1750.00000 56000.00| 1800.00000 57600.00 INLET, B15, MODIFIED | | | 0125 720-93411 38.000 EACH | 1720.00000 65360.00| 1925.00000 73150.00| 1800.00000 68400.00 INLET, C15, MODIFIED | | | 0126 720-93501 3.000 EACH | 5018.00000 15054.00| 6200.00000 18600.00| 3650.00000 10950.00 MANHOLE, L4 | | | 0127 720-94847 9.000 EACH | 1550.00000 13950.00| 1650.00000 14850.00| 1380.00000 12420.00 INLET, R13, MODIFIED | | | 0128 720-95409 13.000 EACH | 3150.00000 40950.00| 3200.00000 41600.00| 2595.00000 33735.00 MANHOLE, J4, MODIFIED | | | 0129 720-95422 7.000 EACH | 4300.00000 30100.00| 4000.00000 28000.00| 3435.00000 24045.00 MANHOLE, J4 | | | 0130 720-98174 14.000 EACH | 1675.00000 23450.00| 1900.00000 26600.00| 1800.00000 25200.00 INLET, B15 | | | 0131 720-98555 2.000 EACH | 1720.00000 3440.00| 2050.00000 4100.00| 1900.00000 3800.00 INLET, C15 | | | 0132 732-91742 14.000 EACH | 4135.00000 57890.00| 4000.00000 56000.00| 3660.00000 51240.00 FIRE HYDRANT | | | 0133 732-94780 25.000 EACH | 1100.00000 27500.00| 760.00000 19000.00| 960.00000 24000.00 WATER SERVICE CONNECTION , 0.75 IN | | | 0134 732-94780 5.000 EACH | 1400.00000 7000.00| 1400.00000 7000.00| 3800.00000 19000.00 WATER SERVICE CONNECTION , 1.00 IN. | | | DOUBLE | | | 0135 732-94780 3.000 EACH | 1400.00000 4200.00| 1300.00000 3900.00| 3500.00000 10500.00 WATER SERVICE CONNECTION , 1.00 IN. | | | SINGLE | | | 0136 732-94780 1.000 EACH | 1900.00000 1900.00| 1600.00000 1600.00| 2250.00000 2250.00 WATER SERVICE CONNECTION , 1.5 IN. | | | 0137 732-94780 4.000 EACH | 2469.00000 9876.00| 2600.00000 10400.00| 2800.00000 11200.00 WATER SERVICE CONNECTION , 2.00 IN. | | | 0138 732-97009 5.000 EACH | 483.00000 2415.00| 425.00000 2125.00| 1400.00000 7000.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0139 801-01093 9.000 EACH | 795.00000 7155.00| 810.00000 7290.00| 834.00000 7506.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -9 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 801-03290 8.000 EACH | 195.00000 1560.00| 200.00000 1600.00| 204.00000 1632.00 CONSTRUCTION SIGN, C | | | 0141 801-06203 60419.000 LFT | 0.12000 7250.28| 0.12000 7250.28| 0.13000 7854.47 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0142 801-06625 18.000 EACH | 100.00000 1800.00| 96.00000 1728.00| 100.00000 1800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0143 801-06640 53.000 EACH | 200.00000 10600.00| 200.00000 10600.00| 205.00000 10865.00 CONSTRUCTION SIGN, A | | | 0144 801-06645 39.000 EACH | 65.00000 2535.00| 66.00000 2574.00| 68.00000 2652.00 CONSTRUCTION SIGN, B | | | 0145 801-06775 LUMP | 40000.00000 40000.00| 218000.00000 218000.00| 228000.00000 228000.00 MAINTAINING TRAFFIC | | | 0146 801-07119 72.000 LFT | 13.25000 954.00| 12.50000 900.00| 12.50000 900.00 BARRICADE, III-B | | | 0147 802-04314 2.000 EACH | 4500.00000 9000.00| 4550.00000 9100.00| 4725.00000 9450.00 SIGN , PEDESTRIAN WAYFINGING SIGN | | | 0148 802-05701 497.000 LFT | 13.25000 6585.25| 12.75000 6336.75| 13.13000 6525.61 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0149 802-76025 141.000 SFT | 15.25000 2150.25| 14.25000 2009.25| 14.70000 2072.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0150 802-76035 261.000 SFT | 15.25000 3980.25| 14.25000 3719.25| 14.70000 3836.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0151 802-76045 180.000 SFT | 29.00000 5220.00| 30.00000 5400.00| 30.45000 5481.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0152 802-91122 1.000 EACH | 78.00000 78.00| 80.00000 80.00| 81.90000 81.90 SIGN, GROUND MOUNTED, RESET | | | 0153 805-01815 4.000 EACH | 2100.00000 8400.00| 2025.00000 8100.00| 2090.00000 8360.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0154 805-01816 7.000 EACH | 1000.00000 7000.00| 975.00000 6825.00| 991.00000 6937.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0155 805-01842 17.000 EACH | 830.00000 14110.00| 850.00000 14450.00| 871.00000 14807.00 HANDHOLE, SIGNAL | | | 0156 805-02037 1.000 EACH | 2375.00000 2375.00| 2500.00000 2500.00| 2500.00000 2500.00 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | , ALUMINUM | | | 0157 805-02069 3.000 EACH | 2530.00000 7590.00| 2600.00000 7800.00| 2656.00000 7968.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | , ALUMINUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -10 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0158 805-02072 4.000 EACH | 2950.00000 11800.00| 2950.00000 11800.00| 3060.00000 12240.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , ALUMINUM | | | 0159 805-02073 2.000 EACH | 3200.00000 6400.00| 3050.00000 6100.00| 3170.00000 6340.00 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | , ALUMINUM | | | 0160 805-02073 1.000 EACH | 4900.00000 4900.00| 4800.00000 4800.00| 4988.00000 4988.00 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | , AND 25 FT. ARM, ALUMINUM | | | 0161 805-02151 36.000 EACH | 425.00000 15300.00| 400.00000 14400.00| 415.00000 14940.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0163 805-05698 4.000 EACH | 1000.00000 4000.00| 915.00000 3660.00| 950.00000 3800.00 SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2FT. 6 IN. X 7 FT. | | | 0164 805-06592 2001.000 LFT | 11.75000 23511.75| 11.75000 23511.75| 12.00000 24012.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0165 805-08464 4.000 EACH | 2200.00000 8800.00| 2200.00000 8800.00| 2292.00000 9168.00 RADIO, INTERCONNECT | | | 0166 805-78205 31.000 EACH | 550.00000 17050.00| 530.00000 16430.00| 548.00000 16988.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0167 805-78215 2.000 EACH | 550.00000 1100.00| 530.00000 1060.00| 548.00000 1096.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0168 805-78230 4.000 EACH | 900.00000 3600.00| 875.00000 3500.00| 907.00000 3628.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0169 805-78245 2.000 EACH | 2200.00000 4400.00| 2200.00000 4400.00| 2270.00000 4540.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER, | | | GREEN | | | 0170 805-78370 35.000 EACH | 135.00000 4725.00| 125.00000 4375.00| 130.00000 4550.00 PEDESTRIAN PUSH BUTTON | | | 0171 805-78420 4.000 EACH | 230.00000 920.00| 235.00000 940.00| 240.00000 960.00 DISCONNECT HANGER | | | 0172 805-78467 225.000 LFT | 2.51000 564.75| 2.55000 573.75| 2.60000 585.00 SIGNAL CABLE, 3C 8GA. | | | 0173 805-78480 2325.000 LFT | 0.90000 2092.50| 0.90000 2092.50| 0.92000 2139.00 SIGNAL CABLE, 3C 14GA. | | | 0174 805-78485 4609.000 LFT | 1.40000 6452.60| 1.40000 6452.60| 1.40000 6452.60 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -11 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 805-78490 1980.000 LFT | 1.60000 3168.00| 1.50000 2970.00| 1.50000 2970.00 SIGNAL CABLE, 7C 14GA. | | | 0176 805-78495 214.000 LFT | 2.25000 481.50| 2.05000 438.70| 2.10000 449.40 SIGNAL CABLE, 9C 14GA. | | | 0177 805-78510 2243.000 LFT | 1.00000 2243.00| 0.80000 1794.40| 0.80000 1794.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0178 805-78746 743.000 LFT | 20.00000 14860.00| 19.00000 14117.00| 19.40000 14414.20 PREFORMED LOOP DETECTORS | | | 0179 805-78785 16.000 EACH | 710.00000 11360.00| 660.00000 10560.00| 680.00000 10880.00 SIGNAL DETECTOR HOUSING | | | 0180 805-78900 5.000 EACH | 545.00000 2725.00| 550.00000 2750.00| 565.00000 2825.00 PEDESTAL FOUNDATION, A | | | 0181 805-78925 4.000 EACH | 975.00000 3900.00| 975.00000 3900.00| 1015.00000 4060.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0182 805-81032 4.000 EACH | 3750.00000 15000.00| 3725.00000 14900.00| 3860.00000 15440.00 SIGNAL STRAIN POLE, STEEL, 30 FT. , | | | ALUMINUM | | | 0183 805-90005 5.000 EACH | 525.00000 2625.00| 500.00000 2500.00| 512.00000 2560.00 SIGNAL PEDESTAL, 10 FT. | | | 0184 805-94069 4188.000 LFT | 10.00000 41880.00| 9.75000 40833.00| 10.00000 41880.00 CONDUIT, STEEL, GALVANIZED, 1 IN. | | | 0185 807-02191 2.000 EACH | 950.00000 1900.00| 950.00000 1900.00| 980.00000 1960.00 HANDHOLE, LIGHTING | | | 0186 807-03972 5419.000 LFT | 7.72000 41834.68| 7.50000 40642.50| 7.70000 41726.30 CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0187 807-04654 36.000 EACH | 1350.00000 48600.00| 1225.00000 44100.00| 1270.00000 45720.00 LIGHT POLE , 30' POLE WITH 5'-6" ARM | | | 0188 807-04779 36.000 EACH | 1100.00000 39600.00| 1000.00000 36000.00| 1040.00000 37440.00 CONCRETE FOUNDATION WITH GROUNDING , 30 | | | IN. X 96 IN., TYPE A | | | 0189 807-04866 36.000 EACH | 3250.00000 117000.00| 3000.00000 108000.00| 3120.00000 112320.00 LUMINAIRE , TYPE A, ORNAMENTAL | | | 0190 807-04866 8.000 EACH | 1200.00000 9600.00| 1025.00000 8200.00| 1060.00000 8480.00 LUMINAIRE , TYPE B, IN-GROUND WELL | | | 0191 807-04866 2.000 EACH | 1400.00000 2800.00| 1275.00000 2550.00| 1300.00000 2600.00 LUMINAIRE , TYPE C, IN-GROUND WELL | | | 0192 807-86810 2.000 EACH | 4500.00000 9000.00| 4300.00000 8600.00| 4475.00000 8950.00 SERVICE POINT, II | | | 0193 808-06703 1107.000 LFT | 0.30000 332.10| 0.30000 332.10| 0.30000 332.10 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0194 808-75240 1301.000 LFT | 0.30000 390.30| 0.30000 390.30| 0.30000 390.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -12 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0195 808-75245 13685.000 LFT | 0.30000 4105.50| 0.30000 4105.50| 0.30000 4105.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0196 808-75297 551.000 LFT | 4.00000 2204.00| 3.80000 2093.80| 3.95000 2176.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0197 808-75300 2265.000 LFT | 1.00000 2265.00| 0.95000 2151.75| 0.98000 2219.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0198 808-75320 30.000 EACH | 55.00000 1650.00| 56.00000 1680.00| 57.00000 1710.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0199 808-75325 26.000 EACH | 85.00000 2210.00| 80.00000 2080.00| 83.00000 2158.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0200 808-75998 22.000 EACH | 135.00000 2970.00| 85.00000 1870.00| 135.00000 2970.00 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | BLUE | | | 0201 202-03135 300.000 SFT | 3.00000 900.00| 3.60000 1080.00| 5.75000 1725.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0202 202-03729 63.000 LFT | 15.00000 945.00| 6.05000 381.15| 26.00000 1638.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0203 202-02278 6300.000 LFT | 1.00000 6300.00| 1.45000 9135.00| 4.80000 30240.00 CURB, CONCRETE, REMOVE | | | 0204 303-08210 1000.000 TON | 23.00000 23000.00| 17.75000 17750.00| 16.50000 16500.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0205 304-07489 100.000 TON | 95.00000 9500.00| 165.00000 16500.00| 175.00000 17500.00 HMA PATCHING, TYPE A | | | 0206 801-06539 LUMP | 2995.00000 2995.00| 2900.00000 2900.00| 3100.00000 3100.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0207 805-78109 3.000 EACH | 9000.00000 27000.00| 9100.00000 27300.00| 9400.00000 28200.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0208 805-78106 1.000 EACH | 10000.00000 10000.00| 10125.00000 10125.00| 10400.00000 10400.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0209 805-92504 9.000 EACH | 310.00000 2790.00| 310.00000 2790.00| 320.00000 2880.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | SECTION TOTALS | $ 6,439,765.48| $ 6,932,427.09| $ 7,137,549.84 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,439,765.48| $ 6,932,427.09| $ 7,137,549.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -13 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 42600.00000 42600.00| 150028.99000 150028.99| CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 115.00000 345.00| 85.44000 256.32| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 95.00000 4560.00| 56.96000 2734.08| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 380000.00000 380000.00| 213739.90000 213739.90| MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 115000.00000 115000.00| 34808.37000 34808.37| CLEARING RIGHT OF WAY | | | 0014 202-01000 LUMP | 18000.00000 18000.00| 37639.10000 37639.10| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0015 202-01261 1.000 EACH | 1450.00000 1450.00| 2000.00000 2000.00| TESTING FOR ASBESTOS | | | 0016 202-01300 4.000 EACH | 2700.00000 10800.00| 1403.41000 5613.64| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0017 202-02240 854.000 SYS | 10.00000 8540.00| 14.53000 12408.62| PAVEMENT REMOVAL | | | 0018 202-03000 LUMP | 20000.00000 20000.00| 7821.93000 7821.93| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0019 202-07553 4215.000 CYS | 6.00000 25290.00| 19.23000 81054.45| REGULATED MATERIALS, REMOVE, TYPE Y , | | | SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -14 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-07554 4215.000 CYS | 5.75000 24236.25| 24.22000 102087.30| REGULATED MATERIALS, TRANSPORT, TYPE Y | | | SOIL | | | 0021 202-07555 4215.000 CYS | 53.00000 223395.00| 50.90000 214543.50| REGULATED MATERIALS, DISPOSE, TYPE Y , | | | SOIL | | | 0022 202-08429 25000.000 GAL | 2.20000 55000.00| 0.35000 8750.00| REGULATED MATERIALS, DISPOSE, B , WATER | | | 0023 202-08430 25000.000 GAL | 0.21000 5250.00| 0.25000 6250.00| REGULATED MATERIALS, REMOVE, B , WATER | | | 0024 202-08431 25000.000 GAL | 0.40000 10000.00| 0.25000 6250.00| REGULATED MATERIALS, TRANSPORT, B , | | | WATER | | | 0025 202-09106 10.000 EACH | 255.00000 2550.00| 350.00000 3500.00| TESTING FOR CONTAMINATED MATERIALS, | | | MTBE AND BTEX(WATER), 24 HOUR RETURN , | | | WATER, 24-HOUR RETURN | | | 0026 202-52710 1133.000 SYS | 6.50000 7364.50| 3.27000 3704.91| SIDEWALK, CONCRETE, REMOVE | | | 0027 202-91385 34.000 EACH | 375.00000 12750.00| 429.26000 14594.84| INLET, REMOVE | | | 0028 202-92222 10.000 EACH | 255.00000 2550.00| 370.00000 3700.00| TESTING FOR CONTAMINATED MATERIALS, TPH | | | (SOIL), 24 HOUR RETURN , SOIL, 24-HOUR | | | RETURN | | | 0029 202-93047 7.000 EACH | 450.00000 3150.00| 520.29000 3642.03| MANHOLE, REMOVE | | | 0030 202-96022 8.000 EACH | 900.00000 7200.00| 1071.22000 8569.76| CONCRETE FOUNDATION, REMOVE | | | 0031 202-96133 4500.000 LFT | 9.00000 40500.00| 18.99000 85455.00| PIPE, REMOVE | | | 0032 202-98695 LUMP | 1205.00000 1205.00| 20515.00000 20515.00| WELL, REMOVE | | | 0033 203-02000 29083.000 CYS | 21.00000 610743.00| 14.84000 431591.72| EXCAVATION, COMMON | | | 0034 205-06933 10.000 EACH | 140.00000 1400.00| 150.00000 1500.00| TEMPORARY DITCH INLET PROTECTION | | | 0035 205-06937 1040.000 LFT | 1.55000 1612.00| 1.65000 1716.00| TEMPORARY SILT FENCE | | | 0036 205-09543 50.000 TON | 35.00000 1750.00| 47.42000 2371.00| NO 2 STONE | | | 0037 207-08267 6804.000 SYS | 12.00000 81648.00| 11.25000 76545.00| SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -15 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 207-08268 34812.000 SYS | 11.00000 382932.00| 15.31000 532971.72| SUBGRADE TREATMENT, TYPE IV | | | 0039 210-07753 1.000 EACH | 88000.00000 88000.00| 90000.00000 90000.00| GATEWAY , GATEWAY SIGN STRUCTURE | | | 0040 210-07753 1.000 EACH | 16500.00000 16500.00| 17000.00000 17000.00| GATEWAY , GATEWAY TOWER STRUCTURE | | | 0041 211-09264 5066.000 CYS | 25.00000 126650.00| 27.39000 138757.74| STRUCTURE BACKFILL, TYPE 1 | | | 0043 211-09268 445.000 CYS | 135.00000 60075.00| 66.55000 29614.75| STRUCTURE BACKFILL, TYPE 5 | | | 0044 301-07448 3249.000 TON | 25.00000 81225.00| 26.56000 86293.44| COMPACTED AGGREGATE, NO. 53, BASE | | | 0045 401-07320 52.000 TON | 76.00000 3952.00| 105.72000 5497.44| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0046 401-07321 781.000 TON | 70.00000 54670.00| 62.75000 49007.75| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0047 401-07328 1602.000 TON | 69.00000 110538.00| 70.09000 112284.18| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0048 401-07390 1302.000 TON | 60.00000 78120.00| 51.85000 67508.70| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0049 401-07398 2670.000 TON | 52.00000 138840.00| 56.04000 149626.80| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0050 401-07407 2083.000 TON | 56.00000 116648.00| 47.68000 99317.44| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0051 401-07408 4271.000 TON | 49.00000 209279.00| 48.13000 205563.23| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0052 401-07423 1906.000 TON | 59.00000 112454.00| 49.32000 94003.92| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0053 401-07424 3457.000 TON | 53.00000 183221.00| 48.99000 169358.43| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0054 401-07429 5472.000 TON | 54.00000 295488.00| 58.16000 318251.52| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0055 402-07432 252.000 TON | 104.00000 26208.00| 98.69000 24869.88| HMA SURFACE, TYPE A | | | 0056 402-07435 503.000 TON | 90.00000 45270.00| 75.19000 37820.57| HMA INTERMEDIATE, TYPE A | | | 0057 402-07453 2476.000 TON | 70.00000 173320.00| 48.78000 120779.28| HMA FOR TEMPORARY PAVEMENT | | | 0058 604-01527 85.000 SYS | 165.00000 14025.00| 155.06000 13180.10| PAVERS, BRICK , TYPE A, INTERLOCKING | | | 0059 604-07894 13.000 SYS | 156.00000 2028.00| 196.01000 2548.13| CURB RAMP, CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -16 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 604-07900 223.400 SYS | 156.00000 34850.40| 196.01000 43788.63| CURB RAMP, CONCRETE, F | | | 0061 604-07902 66.600 SYS | 156.00000 10389.60| 196.01000 13054.27| CURB RAMP, CONCRETE, H | | | 0062 604-91531 4713.000 SYS | 25.00000 117825.00| 35.58000 167688.54| SIDEWALK, CONCRETE, 4 IN. | | | 0063 605-06120 3565.000 LFT | 33.00000 117645.00| 17.75000 63278.75| CURB, CONCRETE | | | 0064 605-06150 7503.000 LFT | 23.00000 172569.00| 15.45000 115921.35| CURB AND GUTTER, C, CONCRETE | | | 0065 610-07712 1141.000 SYS | 40.00000 45640.00| 37.35000 42616.35| PCCP FOR APPROACHES, 6 IN. | | | 0066 610-09108 5664.000 SYS | 47.00000 266208.00| 44.60000 252614.40| PCCP FOR APPROACHES, 9 IN. | | | 0067 611-06497 17.000 EACH | 180.00000 3060.00| 130.00000 2210.00| MAILBOX ASSEMBLY, SINGLE | | | 0068 611-06498 5.000 EACH | 365.00000 1825.00| 160.00000 800.00| MAILBOX ASSEMBLY, DOUBLE | | | 0069 615-06505 10.000 EACH | 600.00000 6000.00| 500.00000 5000.00| MONUMENT, B | | | 0070 615-06510 1.000 EACH | 450.00000 450.00| 300.00000 300.00| MONUMENT, C | | | 0071 615-06527 2.000 EACH | 620.00000 1240.00| 400.00000 800.00| MONUMENT, SECTION CORNER | | | 0072 616-02320 94.400 SYS | 2.70000 254.88| 3.77000 355.89| GEOTEXTILES | | | 0073 616-05688 45.000 TON | 75.00000 3375.00| 47.96000 2158.20| RIPRAP, CLASS 1 | | | 0074 616-06405 11.000 TON | 70.00000 770.00| 102.45000 1126.95| RIPRAP, REVETMENT | | | 0075 621-06567 8172.000 kGAL | 0.11000 898.92| 0.12000 980.64| WATER | | | 0076 621-06575 2270.000 SYS | 5.20000 11804.00| 2.85000 6469.50| SODDING, NURSERY | | | 0077 622-02564 LUMP | 71500.00000 71500.00| 77125.00000 77125.00| LANDSCAPING | | | 0078 628-09402 16.000 MOS | 3000.00000 48000.00| 2110.44000 33767.04| FIELD OFFICE, B | | | 0079 628-09407 16.000 MOS | 200.00000 3200.00| 220.71000 3531.36| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0080 704-04850 9.000 SYS | 350.00000 3150.00| 400.00000 3600.00| CONCRETE , INTEGRALLY COLORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -17 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 706-92237 42.000 LFT | 220.00000 9240.00| 400.00000 16800.00| HANDRAIL, STEEL | | | 0082 712-04784 2.000 EACH | 15300.00000 30600.00| 16000.00000 32000.00| STRUCTURE , PEDESTRIAN SEATWALL | | | 0083 714-08514 303.930 SFT | 75.00000 22794.75| 53.07000 16129.57| WINGWALL | | | 0084 714-26707 197.330 LFT | 550.00000 108531.50| 581.02000 114652.68| CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 6' | | | 0085 715-01902 49.000 LFT | 105.00000 5145.00| 96.42000 4724.58| WATER SERVICE LINE, 2 IN. | | | 0086 715-02181 100.000 LFT | 145.00000 14500.00| 200.40000 20040.00| SANITARY SEWER SERVICE ADJUSTMENT | | | 0087 715-04632 1.000 EACH | 1400.00000 1400.00| 2950.11000 2950.11| PIPE END SECTION, PRECAST CONCRETE, 36 | | | IN. | | | 0088 715-05024 2435.000 LFT | 89.00000 216715.00| 165.44000 402846.40| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0089 715-05048 12408.000 LFT | 2.95000 36603.60| 4.50000 55836.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0090 715-05118 2176.000 LFT | 25.00000 54400.00| 46.43000 101031.68| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0091 715-05119 1816.500 LFT | 30.00000 54495.00| 54.97000 99853.01| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0092 715-05121 417.000 LFT | 31.00000 12927.00| 55.06000 22960.02| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0093 715-05123 1306.000 LFT | 42.00000 54852.00| 70.25000 91746.50| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0094 715-05125 1064.000 LFT | 52.00000 55328.00| 100.96000 107421.44| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0095 715-05127 163.000 LFT | 76.00000 12388.00| 116.97000 19066.11| PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0096 715-05408 25.000 LFT | 135.00000 3375.00| 217.93000 5448.25| PIPE, SANITARY SEWER, 8 IN. | | | 0097 715-05409 25.000 LFT | 145.00000 3625.00| 225.09000 5627.25| PIPE, SANITARY SEWER, 10 IN. | | | 0098 715-05411 50.000 LFT | 155.00000 7750.00| 280.87000 14043.50| PIPE, SANITARY SEWER, 12 IN. | | | 0099 715-05412 25.000 LFT | 165.00000 4125.00| 279.81000 6995.25| PIPE, SANITARY SEWER, 15 IN. | | | 0100 715-05711 25.000 LFT | 125.00000 3125.00| 213.87000 5346.75| PIPE, SANITARY SEWER, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -18 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 715-07317 1.000 EACH | 28000.00000 28000.00| 10258.51000 10258.51| CHECK VALVE | | | 0102 715-08179 1.000 EACH | 1900.00000 1900.00| 1478.33000 1478.33| CONCRETE ANCHOR, MIN. AREA 10.2 SFT. | | | 0103 715-09597 438.000 LFT | 135.00000 59130.00| 216.62000 94879.56| PIPE, TYPE 1, DEFORMED, MIN. AREA 9.8 | | | SFT. | | | 0104 715-46000 1.000 EACH | 500.00000 500.00| 1016.22000 1016.22| PIPE END SECTION, 12 IN. | | | 0105 715-93911 40.000 LFT | 835.00000 33400.00| 1754.29000 70171.60| WATER MAIN, 4 IN. | | | 0106 715-93912 46.000 LFT | 980.00000 45080.00| 1973.54000 90782.84| WATER MAIN, 6 IN. | | | 0107 715-93913 554.000 LFT | 115.00000 63710.00| 274.10000 151851.40| WATER MAIN, 8 IN. | | | 0108 715-98165 5196.000 LFT | 58.00000 301368.00| 92.86000 482500.56| WATER MAIN, 12 IN. | | | 0109 718-52610 982.000 CYS | 37.90000 37217.80| 42.72000 41951.04| AGGREGATE FOR UNDERDRAINS | | | 0110 718-99153 13098.000 SYS | 1.70000 22266.60| 2.00000 26196.00| GEOTEXTILES FOR UNDERDRAIN | | | 0111 720-01092 1.000 EACH | 3400.00000 3400.00| 4298.95000 4298.95| MANHOLE, J15, MODIFIED | | | 0112 720-08242 2.000 EACH | 5300.00000 10600.00| 6945.91000 13891.82| MANHOLE, L15, MODIFIED | | | 0113 720-09595 1.000 EACH | 3800.00000 3800.00| 6458.93000 6458.93| MANHOLE, J13, MODIFIED | | | 0114 720-09596 10.000 EACH | 3000.00000 30000.00| 2844.49000 28444.90| MANHOLE, C15, MODIFIED | | | 0115 720-44000 25.000 EACH | 625.00000 15625.00| 370.57000 9264.25| CASTING, ADJUST TO GRADE | | | 0116 720-44296 1.000 EACH | 750.00000 750.00| 1144.47000 1144.47| CAP INLET | | | 0117 720-45075 3.000 EACH | 2200.00000 6600.00| 1851.43000 5554.29| INLET, R13 | | | 0118 720-45235 7.000 EACH | 2000.00000 14000.00| 1460.68000 10224.76| CATCH BASIN, E7 | | | 0119 720-45265 4.000 EACH | 1400.00000 5600.00| 1025.32000 4101.28| PIPE CATCH BASIN, 15 IN. | | | 0120 720-45410 8.000 EACH | 2400.00000 19200.00| 2534.34000 20274.72| MANHOLE, C4 | | | 0121 720-45410 1.000 EACH | 3500.00000 3500.00| 2835.51000 2835.51| MANHOLE, C4 , SANITARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -19 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 720-45510 4.000 EACH | 2400.00000 9600.00| 2058.06000 8232.24| MANHOLE, C4, MODIFIED | | | 0123 720-92884 2.000 EACH | 4600.00000 9200.00| 3140.68000 6281.36| MANHOLE, K4, MODIFIED | | | 0124 720-93409 32.000 EACH | 2200.00000 70400.00| 1918.65000 61396.80| INLET, B15, MODIFIED | | | 0125 720-93411 38.000 EACH | 2200.00000 83600.00| 1964.21000 74639.98| INLET, C15, MODIFIED | | | 0126 720-93501 3.000 EACH | 4200.00000 12600.00| 5085.31000 15255.93| MANHOLE, L4 | | | 0127 720-94847 9.000 EACH | 2200.00000 19800.00| 1794.48000 16150.32| INLET, R13, MODIFIED | | | 0128 720-95409 13.000 EACH | 2800.00000 36400.00| 3148.77000 40934.01| MANHOLE, J4, MODIFIED | | | 0129 720-95422 7.000 EACH | 6600.00000 46200.00| 7430.89000 52016.23| MANHOLE, J4 | | | 0130 720-98174 14.000 EACH | 2200.00000 30800.00| 1918.66000 26861.24| INLET, B15 | | | 0131 720-98555 2.000 EACH | 2200.00000 4400.00| 1964.30000 3928.60| INLET, C15 | | | 0132 732-91742 14.000 EACH | 3800.00000 53200.00| 3484.37000 48781.18| FIRE HYDRANT | | | 0133 732-94780 25.000 EACH | 1700.00000 42500.00| 4153.17000 103829.25| WATER SERVICE CONNECTION , 0.75 IN | | | 0134 732-94780 5.000 EACH | 2300.00000 11500.00| 5118.03000 25590.15| WATER SERVICE CONNECTION , 1.00 IN. | | | DOUBLE | | | 0135 732-94780 3.000 EACH | 1600.00000 4800.00| 4238.96000 12716.88| WATER SERVICE CONNECTION , 1.00 IN. | | | SINGLE | | | 0136 732-94780 1.000 EACH | 2500.00000 2500.00| 6056.41000 6056.41| WATER SERVICE CONNECTION , 1.5 IN. | | | 0137 732-94780 4.000 EACH | 1900.00000 7600.00| 5415.01000 21660.04| WATER SERVICE CONNECTION , 2.00 IN. | | | 0138 732-97009 5.000 EACH | 430.00000 2150.00| 912.69000 4563.45| FIRE HYDRANT ASSEMBLY, REMOVE | | | 0139 801-01093 9.000 EACH | 810.00000 7290.00| 795.00000 7155.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0140 801-03290 8.000 EACH | 200.00000 1600.00| 195.00000 1560.00| CONSTRUCTION SIGN, C | | | 0141 801-06203 60419.000 LFT | 0.13000 7854.47| 0.12000 7250.28| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -20 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 801-06625 18.000 EACH | 100.00000 1800.00| 95.00000 1710.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0143 801-06640 53.000 EACH | 200.00000 10600.00| 195.00000 10335.00| CONSTRUCTION SIGN, A | | | 0144 801-06645 39.000 EACH | 65.00000 2535.00| 65.00000 2535.00| CONSTRUCTION SIGN, B | | | 0145 801-06775 LUMP | 280000.00000 280000.00| 258669.38000 258669.38| MAINTAINING TRAFFIC | | | 0146 801-07119 72.000 LFT | 12.55000 903.60| 12.25000 882.00| BARRICADE, III-B | | | 0147 802-04314 2.000 EACH | 4600.00000 9200.00| 1500.00000 3000.00| SIGN , PEDESTRIAN WAYFINGING SIGN | | | 0148 802-05701 497.000 LFT | 12.75000 6336.75| 16.13000 8016.61| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0149 802-76025 141.000 SFT | 14.30000 2016.30| 15.09000 2127.69| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0150 802-76035 261.000 SFT | 14.30000 3732.30| 15.75000 4110.75| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0151 802-76045 180.000 SFT | 29.60000 5328.00| 31.41000 5653.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0152 802-91122 1.000 EACH | 79.60000 79.60| 140.37000 140.37| SIGN, GROUND MOUNTED, RESET | | | 0153 805-01815 4.000 EACH | 2030.00000 8120.00| 2043.79000 8175.16| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0154 805-01816 7.000 EACH | 965.00000 6755.00| 1303.04000 9121.28| SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0155 805-01842 17.000 EACH | 845.00000 14365.00| 967.35000 16444.95| HANDHOLE, SIGNAL | | | 0156 805-02037 1.000 EACH | 2400.00000 2400.00| 2145.78000 2145.78| SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | , ALUMINUM | | | 0157 805-02069 3.000 EACH | 2600.00000 7800.00| 2514.57000 7543.71| SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | , ALUMINUM | | | 0158 805-02072 4.000 EACH | 3000.00000 12000.00| 2998.32000 11993.28| SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , ALUMINUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -21 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 805-02073 2.000 EACH | 3100.00000 6200.00| 4368.10000 8736.20| SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | , ALUMINUM | | | 0160 805-02073 1.000 EACH | 4800.00000 4800.00| 1303.03000 1303.03| SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | , AND 25 FT. ARM, ALUMINUM | | | 0161 805-02151 36.000 EACH | 400.00000 14400.00| 546.47000 19672.92| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0163 805-05698 4.000 EACH | 925.00000 3700.00| 1313.45000 5253.80| SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2FT. 6 IN. X 7 FT. | | | 0164 805-06592 2001.000 LFT | 11.75000 23511.75| 14.86000 29734.86| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0165 805-08464 4.000 EACH | 2200.00000 8800.00| 2522.82000 10091.28| RADIO, INTERCONNECT | | | 0166 805-78205 31.000 EACH | 530.00000 16430.00| 612.01000 18972.31| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0167 805-78215 2.000 EACH | 530.00000 1060.00| 571.78000 1143.56| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0168 805-78230 4.000 EACH | 880.00000 3520.00| 958.47000 3833.88| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0169 805-78245 2.000 EACH | 2200.00000 4400.00| 2726.24000 5452.48| TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER, | | | GREEN | | | 0170 805-78370 35.000 EACH | 125.00000 4375.00| 147.16000 5150.60| PEDESTRIAN PUSH BUTTON | | | 0171 805-78420 4.000 EACH | 235.00000 940.00| 274.10000 1096.40| DISCONNECT HANGER | | | 0172 805-78467 225.000 LFT | 2.60000 585.00| 3.50000 787.50| SIGNAL CABLE, 3C 8GA. | | | 0173 805-78480 2325.000 LFT | 0.95000 2208.75| 1.69000 3929.25| SIGNAL CABLE, 3C 14GA. | | | 0174 805-78485 4609.000 LFT | 1.40000 6452.60| 2.25000 10370.25| SIGNAL CABLE, 5C 14GA. | | | 0175 805-78490 1980.000 LFT | 1.50000 2970.00| 2.51000 4969.80| SIGNAL CABLE, 7C 14GA. | | | 0176 805-78495 214.000 LFT | 2.05000 438.70| 2.88000 616.32| SIGNAL CABLE, 9C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -22 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 805-78510 2243.000 LFT | 0.80000 1794.40| 1.46000 3274.78| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0178 805-78746 743.000 LFT | 18.90000 14042.70| 10.74000 7979.82| PREFORMED LOOP DETECTORS | | | 0179 805-78785 16.000 EACH | 665.00000 10640.00| 818.38000 13094.08| SIGNAL DETECTOR HOUSING | | | 0180 805-78900 5.000 EACH | 550.00000 2750.00| 768.54000 3842.70| PEDESTAL FOUNDATION, A | | | 0181 805-78925 4.000 EACH | 985.00000 3940.00| 1705.93000 6823.72| CONTROLLER CABINET FOUNDATION, P1 | | | 0182 805-81032 4.000 EACH | 3700.00000 14800.00| 3809.39000 15237.56| SIGNAL STRAIN POLE, STEEL, 30 FT. , | | | ALUMINUM | | | 0183 805-90005 5.000 EACH | 500.00000 2500.00| 689.72000 3448.60| SIGNAL PEDESTAL, 10 FT. | | | 0184 805-94069 4188.000 LFT | 9.70000 40623.60| 9.91000 41503.08| CONDUIT, STEEL, GALVANIZED, 1 IN. | | | 0185 807-02191 2.000 EACH | 955.00000 1910.00| 841.80000 1683.60| HANDHOLE, LIGHTING | | | 0186 807-03972 5419.000 LFT | 7.55000 40913.45| 10.16000 55057.04| CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0187 807-04654 36.000 EACH | 1235.00000 44460.00| 1262.89000 45464.04| LIGHT POLE , 30' POLE WITH 5'-6" ARM | | | 0188 807-04779 36.000 EACH | 1010.00000 36360.00| 904.25000 32553.00| CONCRETE FOUNDATION WITH GROUNDING , 30 | | | IN. X 96 IN., TYPE A | | | 0189 807-04866 36.000 EACH | 3035.00000 109260.00| 3057.64000 110075.04| LUMINAIRE , TYPE A, ORNAMENTAL | | | 0190 807-04866 8.000 EACH | 1030.00000 8240.00| 1638.59000 13108.72| LUMINAIRE , TYPE B, IN-GROUND WELL | | | 0191 807-04866 2.000 EACH | 1270.00000 2540.00| 1654.50000 3309.00| LUMINAIRE , TYPE C, IN-GROUND WELL | | | 0192 807-86810 2.000 EACH | 4400.00000 8800.00| 4827.47000 9654.94| SERVICE POINT, II | | | 0193 808-06703 1107.000 LFT | 0.31000 343.17| 0.29000 321.03| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0194 808-75240 1301.000 LFT | 0.31000 403.31| 0.29000 377.29| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0195 808-75245 13685.000 LFT | 0.31000 4242.35| 0.29000 3968.65| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -23 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0196 808-75297 551.000 LFT | 3.85000 2121.35| 3.75000 2066.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0197 808-75300 2265.000 LFT | 0.96000 2174.40| 0.93000 2106.45| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0198 808-75320 30.000 EACH | 56.00000 1680.00| 55.00000 1650.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0199 808-75325 26.000 EACH | 81.00000 2106.00| 79.00000 2054.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0200 808-75998 22.000 EACH | 132.00000 2904.00| 99.99000 2199.78| SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | BLUE | | | 0201 202-03135 300.000 SFT | 20.40000 6120.00| 6.00000 1800.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0202 202-03729 63.000 LFT | 30.60000 1927.80| 30.00000 1890.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0203 202-02278 6300.000 LFT | 4.00000 25200.00| 4.40000 27720.00| CURB, CONCRETE, REMOVE | | | 0204 303-08210 1000.000 TON | 55.00000 55000.00| 23.92000 23920.00| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0205 304-07489 100.000 TON | 165.00000 16500.00| 117.29000 11729.00| HMA PATCHING, TYPE A | | | 0206 801-06539 LUMP | 3000.00000 3000.00| 8069.39000 8069.39| TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0207 805-78109 3.000 EACH | 9200.00000 27600.00| 10590.79000 31772.37| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0208 805-78106 1.000 EACH | 10200.00000 10200.00| 11395.39000 11395.39| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0209 805-92504 9.000 EACH | 310.00000 2790.00| 299.18000 2692.62| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | SECTION TOTALS | $ 7,827,206.15| $ 8,498,360.88| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,827,206.15| $ 8,498,360.88| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -1 VENDOR RANKING CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 10/31/10 LOCATION : ON PERRY CROSSING ROAD FROM 1.19 MILES NORTH EAST PROJECT(S) : 9910033 OF SR 60 TO US 31 9910033 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 2,318,000.00 100.0000% 2 35-1955595 TEAM CONTRACTING LLC $ 2,391,089.29 103.1531% 3 35-1357381 DAVE OMARA CONTRACTOR INC $ 2,609,516.20 112.5762% 4 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 2,662,623.25 114.8673% 5 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,725,655.84 117.5865% 6 35-1284281 DAN CRISTIANI EXCAVATING $ 2,874,405.50 124.0037% 7 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 2,928,610.00 126.3421% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,986,659.37 128.8464% 9 61-1013120 T & C CONTRACTING INC $ 3,104,889.08 133.9469% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -2 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 22000.00000 22000.00| 28000.00000 28000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP | 1500.00000 1500.00| 2900.00000 2900.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING , WETLAND | | | 0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 106978.22000 106978.22| 36000.00000 36000.00| 125000.00000 125000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 110-01001 LUMP | 2000.00000 2000.00| 1800.00000 1800.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION , | | | WETLAND | | | 0012 201-52370 LUMP | 19800.00000 19800.00| 29000.00000 29000.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0013 202-02189 1.000 EACH | 210.00000 210.00| 170.00000 170.00| 1700.00000 1700.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0014 202-02241 197.000 LFT | 3.00000 591.00| 7.00000 1379.00| 5.30000 1044.10 GUARDRAIL, REMOVE | | | 0015 202-02272 70.000 LFT | 10.00000 700.00| 11.10000 777.00| 11.00000 770.00 PAVED SIDE DITCH, REMOVE | | | 0016 202-02279 176.000 LFT | 10.00000 1760.00| 5.90000 1038.40| 6.20000 1091.20 CURB AND GUTTER, REMOVE | | | 0017 202-07003 LUMP | 6000.00000 6000.00| 6500.00000 6500.00| 2000.00000 2000.00 REMOVE , CONCRETE BOX CULVERT | | | 0018 202-07846 15.000 EACH | 225.00000 3375.00| 225.00000 3375.00| 235.00000 3525.00 TREE , REMOVE AND REPLANT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -3 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-51328 LUMP | 78000.00000 78000.00| 41000.00000 41000.00| 37000.00000 37000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0020 202-74025 5990.000 LFT | 2.50000 14975.00| 1.50000 8985.00| 1.70000 10183.00 FENCE, REMOVE | | | 0021 202-96133 887.000 LFT | 10.00000 8870.00| 9.00000 7983.00| 17.70000 15699.90 PIPE, REMOVE | | | 0022 203-02000 23995.000 CYS | 7.50000 179962.50| 10.40000 249548.00| 12.30000 295138.50 EXCAVATION, COMMON | | | 0023 203-02000 285.000 CYS | 20.00000 5700.00| 25.00000 7125.00| 28.00000 7980.00 EXCAVATION, COMMON , WETLAND | | | 0024 203-02020 2150.000 CYS | 1.00000 2150.00| 11.70000 25155.00| 34.00000 73100.00 EXCAVATION, UNCLASSIFIED | | | 0025 203-51223 440.000 CYS | 19.75000 8690.00| 22.00000 9680.00| 15.00000 6600.00 EXCAVATION, WATERWAY | | | 0026 205-03371 200.000 CYS | 32.00000 6400.00| 17.00000 3400.00| 16.00000 3200.00 SEDIMENT, REMOVE | | | 0027 205-06931 315.000 TON | 45.00000 14175.00| 24.00000 7560.00| 27.00000 8505.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06931 27.000 TON | 70.00000 1890.00| 27.00000 729.00| 23.00000 621.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP , | | | LEFT IN PLACE, WETLAND | | | 0029 205-06933 17.000 EACH | 95.00000 1615.00| 121.00000 2057.00| 110.00000 1870.00 TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06934 43.000 TON | 335.00000 14405.00| 335.00000 14405.00| 350.00000 15050.00 TEMPORARY MULCHING | | | 0031 205-06934 2.000 TON | 335.00000 670.00| 335.00000 670.00| 350.00000 700.00 TEMPORARY MULCHING , WETLAND | | | 0032 205-06936 117.000 TON | 45.00000 5265.00| 24.39000 2853.63| 36.00000 4212.00 TEMPORARY SEDIMENT TRAP | | | 0033 205-06937 4010.000 LFT | 2.00000 8020.00| 1.15000 4611.50| 1.25000 5012.50 TEMPORARY SILT FENCE | | | 0034 205-06937 1975.000 LFT | 2.00000 3950.00| 1.15000 2271.25| 1.25000 2468.75 TEMPORARY SILT FENCE , WETLAND | | | 0035 205-09543 103.000 TON | 60.00000 6180.00| 14.00000 1442.00| 12.00000 1236.00 NO 2 STONE | | | 0036 205-09543 100.000 TON | 60.00000 6000.00| 19.00000 1900.00| 14.00000 1400.00 NO 2 STONE , WETLAND | | | 0037 206-51215 12.000 CYS | 500.00000 6000.00| 130.00000 1560.00| 270.00000 3240.00 EXCAVATION, X | | | 0038 206-51220 139.000 CYS | 65.00000 9035.00| 51.00000 7089.00| 100.00000 13900.00 EXCAVATION, WET | | | 0039 206-51230 23.000 CYS | 125.00000 2875.00| 150.00000 3450.00| 50.00000 1150.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -4 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 207-08263 23486.000 SYS | 4.25000 99815.50| 4.60000 108035.60| 5.80000 136218.80 SUBGRADE TREATMENT, TYPE IA | | | 0041 207-08267 1301.000 SYS | 8.00000 10408.00| 9.10000 11839.10| 6.20000 8066.20 SUBGRADE TREATMENT, TYPE IIIA | | | 0042 211-06467 14.000 CYS | 125.00000 1750.00| 60.00000 840.00| 120.00000 1680.00 AGGREGATE FOR END BENT BACKFILL | | | 0043 211-09264 545.000 CYS | 33.00000 17985.00| 35.00000 19075.00| 28.00000 15260.00 STRUCTURE BACKFILL, TYPE 1 | | | 0044 211-09265 25.000 CYS | 38.00000 950.00| 39.00000 975.00| 40.00000 1000.00 STRUCTURE BACKFILL, TYPE 2 | | | 0045 211-09266 117.000 CYS | 45.00000 5265.00| 31.00000 3627.00| 34.00000 3978.00 STRUCTURE BACKFILL, TYPE 3 | | | 0046 211-09268 98.000 CYS | 90.00000 8820.00| 91.00000 8918.00| 97.00000 9506.00 STRUCTURE BACKFILL, TYPE 5 | | | 0047 301-07448 6963.000 TON | 15.00000 104445.00| 17.00000 118371.00| 13.00000 90519.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0048 302-07455 28.000 CYS | 90.00000 2520.00| 30.00000 840.00| 48.00000 1344.00 DENSE GRADED SUBBASE | | | 0049 303-01180 162.000 TON | 22.00000 3564.00| 17.00000 2754.00| 18.00000 2916.00 COMPACTED AGGREGATE, NO. 53 | | | 0050 303-07449 22.000 TON | 22.00000 484.00| 68.00000 1496.00| 23.00000 506.00 COMPACTED AGGREGATE, NO. 73 | | | 0051 304-07489 8.000 TON | 100.00000 800.00| 150.00000 1200.00| 230.00000 1840.00 HMA PATCHING, TYPE A | | | 0052 306-08043 700.000 SYS | 4.60000 3220.00| 3.50000 2450.00| 5.50000 3850.00 MILLING, TRANSITION | | | 0053 401-07320 2494.000 TON | 50.00000 124700.00| 59.00000 147146.00| 52.00000 129688.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0054 401-07389 7432.000 TON | 40.00000 297280.00| 47.00000 349304.00| 47.00000 349304.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0055 402-07450 1133.000 TON | 44.00000 49852.00| 51.00000 57783.00| 56.00000 63448.00 HMA WEDGE AND LEVEL, TYPE A | | | 0056 404-05514 2600.000 SYS | 4.00000 10400.00| 4.70000 12220.00| 3.90000 10140.00 SEAL COAT, 5 | | | 0057 406-05520 16.000 TON | 400.00000 6400.00| 400.00000 6400.00| 460.00000 7360.00 ASPHALT FOR TACK COAT | | | 0058 601-01522 4.000 EACH | 1950.00000 7800.00| 1950.00000 7800.00| 2100.00000 8400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0059 601-01700 1.000 EACH | 1795.00000 1795.00| 1795.00000 1795.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0060 601-03464 4.000 EACH | 95.00000 380.00| 95.00000 380.00| 105.00000 420.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -5 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 601-94689 3.000 EACH | 2395.00000 7185.00| 2395.00000 7185.00| 2500.00000 7500.00 GUARDRAIL END TREATMENT, OS | | | 0062 601-99105 194.000 LFT | 21.10000 4093.40| 21.10000 4093.40| 22.00000 4268.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0063 601-99123 4.000 EACH | 2195.00000 8780.00| 2195.00000 8780.00| 2325.00000 9300.00 GUARDRAIL TRANSITION, GP | | | 0064 603-06040 6420.000 LFT | 5.46000 35053.20| 5.46000 35053.20| 6.00000 38520.00 FENCE, FARM FIELD, 47 IN. | | | 0065 603-06052 5.000 EACH | 475.00000 2375.00| 465.00000 2325.00| 520.00000 2600.00 FENCE GATE, FARM FIELD, 47 IN. X 12 FT. | | | 0066 605-06140 3852.000 LFT | 14.00000 53928.00| 12.00000 46224.00| 10.50000 40446.00 CURB AND GUTTER, CONCRETE | | | 0067 605-06155 212.000 LFT | 20.00000 4240.00| 12.00000 2544.00| 15.00000 3180.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0068 607-06175 315.000 LFT | 25.00000 7875.00| 12.00000 3780.00| 16.50000 5197.50 GUTTER, CONCRETE | | | 0069 607-06335 23.000 LFT | 45.00000 1035.00| 45.00000 1035.00| 50.00000 1150.00 PAVED SIDE DITCH, A | | | 0070 609-06259 175.000 SYS | 95.00000 16625.00| 50.00000 8750.00| 44.00000 7700.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0071 610-07486 33.000 TON | 62.00000 2046.00| 71.00000 2343.00| 125.00000 4125.00 HMA FOR APPROACHES, TYPE A | | | 0072 610-07487 127.000 TON | 62.00000 7874.00| 71.00000 9017.00| 83.00000 10541.00 HMA FOR APPROACHES, TYPE B | | | 0073 610-08446 632.000 SYS | 45.00000 28440.00| 38.00000 24016.00| 35.00000 22120.00 PCCP FOR APPROACHES, 6 IN. | | | 0074 610-09108 87.000 SYS | 65.00000 5655.00| 45.00000 3915.00| 44.00000 3828.00 PCCP FOR APPROACHES, 9 IN. | | | 0075 611-06497 9.000 EACH | 115.00000 1035.00| 115.00000 1035.00| 125.00000 1125.00 MAILBOX ASSEMBLY, SINGLE | | | 0076 611-06498 8.000 EACH | 195.00000 1560.00| 195.00000 1560.00| 210.00000 1680.00 MAILBOX ASSEMBLY, DOUBLE | | | 0077 615-06505 26.000 EACH | 595.00000 15470.00| 500.00000 13000.00| 615.00000 15990.00 MONUMENT, B | | | 0078 615-06510 3.000 EACH | 495.00000 1485.00| 400.00000 1200.00| 515.00000 1545.00 MONUMENT, C | | | 0079 616-02320 1112.000 SYS | 2.50000 2780.00| 1.50000 1668.00| 3.70000 4114.40 GEOTEXTILES | | | 0080 616-05688 28.000 TON | 56.00000 1568.00| 75.00000 2100.00| 29.00000 812.00 RIPRAP, CLASS 1 | | | 0081 616-06405 393.000 TON | 32.00000 12576.00| 18.00000 7074.00| 16.50000 6484.50 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -6 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0083 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , WETLAND | | | 0084 621-02770 3759.000 SYS | 1.16000 4360.44| 1.16000 4360.44| 1.25000 4698.75 EROSION CONTROL BLANKET | | | 0085 621-04258 28.000 LBS | 4.40000 123.20| 4.39000 122.92| 4.60000 128.80 SEED MIXTURE , ANNUAL RYE GRASS, WETLAN | | | 0086 621-04258 42.000 LBS | 180.00000 7560.00| 180.00000 7560.00| 190.00000 7980.00 SEED MIXTURE , EMERGENT WETLAND SEED | | | MIX, WETLAND | | | 0087 621-04258 20.000 LBS | 180.00000 3600.00| 199.00000 3980.00| 210.00000 4200.00 SEED MIXTURE , SEDGE MEADOW SEED MIX, | | | WETLAND | | | 0088 621-04258 9.100 LBS | 399.00000 3630.90| 399.00000 3630.90| 415.00000 3776.50 SEED MIXTURE , WOODY REVEGETATION SEED | | | MIX | | | 0089 621-06545 4.000 TON | 975.00000 3900.00| 975.00000 3900.00| 1025.00000 4100.00 FERTILIZER | | | 0090 621-06545 1.000 TON | 975.00000 975.00| 975.00000 975.00| 1025.00000 1025.00 FERTILIZER , WETLAND | | | 0091 621-06553 1207.000 LBS | 3.10000 3741.70| 3.10000 3741.70| 3.30000 3983.10 SEED MIXTURE, R | | | 0092 621-06557 2580.000 LBS | 1.30000 3354.00| 1.30000 3354.00| 1.40000 3612.00 SEED MIXTURE, T | | | 0093 621-06557 173.000 LBS | 1.30000 224.90| 1.30000 224.90| 1.40000 242.20 SEED MIXTURE, T , WETLAND | | | 0094 621-06565 20.000 TON | 390.00000 7800.00| 390.00000 7800.00| 420.00000 8400.00 MULCHING MATERIAL | | | 0095 621-06565 5.000 TON | 390.00000 1950.00| 390.00000 1950.00| 420.00000 2100.00 MULCHING MATERIAL , WETLAND | | | 0096 621-06567 39.000 kGAL | 1.00000 39.00| 1.00000 39.00| 1.10000 42.90 WATER | | | 0097 621-06567 720.000 kGAL | 1.00000 720.00| 1.00000 720.00| 1.10000 792.00 WATER , WETLAND | | | 0098 621-06574 46.000 SYS | 2.49000 114.54| 2.50000 115.00| 2.80000 128.80 SODDING | | | 0099 621-06575 9602.000 SYS | 2.49000 23908.98| 2.50000 24005.00| 2.80000 26885.60 SODDING, NURSERY | | | 0100 622-52436 8.000 EACH | 31.00000 248.00| 31.00000 248.00| 33.00000 264.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -7 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 622-52436 10.000 EACH | 31.00000 310.00| 31.00000 310.00| 33.00000 330.00 SIGN, DO NOT MOW OR SPRAY , WETLAND | | | 0102 622-91786 280.000 EACH | 7.90000 2212.00| 7.90000 2212.00| 8.40000 2352.00 SEEDLING , TREE AND SHRUB, BARE ROOT | | | 0103 622-91786 880.000 EACH | 7.90000 6952.00| 7.90000 6952.00| 8.40000 7392.00 SEEDLING , TREE AND SHRUB, BARE ROOT, | | | WETLAND | | | 0104 624-92647 3.000 ACRE | 262.00000 786.00| 262.00000 786.00| 280.00000 840.00 HERBICIDE TREATMENT , WETLAND | | | 0105 628-09402 18.000 MOS | 2500.00000 45000.00| 1800.00000 32400.00| 1600.00000 28800.00 FIELD OFFICE, B | | | 0106 628-09407 18.000 MOS | 350.00000 6300.00| 200.00000 3600.00| 300.00000 5400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0107 701-51195 110.000 LFT | 90.00000 9900.00| 110.00000 12100.00| 130.00000 14300.00 PILE, STEEL H, HP 12" X 53 | | | 0108 701-91792 4.000 EACH | 130.00000 520.00| 200.00000 800.00| 100.00000 400.00 PILE TIP, STEEL H | | | 0109 702-51005 66.600 CYS | 825.00000 54945.00| 710.00000 47286.00| 480.00000 31968.00 CONCRETE, A, SUBSTRUCTURE | | | 0110 702-51015 11.500 CYS | 720.00000 8280.00| 910.00000 10465.00| 470.00000 5405.00 CONCRETE, B, FOOTINGS | | | 0111 702-51863 100.000 EACH | 13.00000 1300.00| 16.00000 1600.00| 22.00000 2200.00 FIELD DRILLED HOLE IN CONCRETE | | | 0112 702-90915 67.000 CYS | 410.00000 27470.00| 360.00000 24120.00| 380.00000 25460.00 CONCRETE, A | | | 0113 702-94656 19.000 CYS | 580.00000 11020.00| 320.00000 6080.00| 320.00000 6080.00 CONCRETE, B | | | 0114 703-51030 14435.000 LBS | 0.70000 10104.50| 0.81000 11692.35| 0.85000 12269.75 REINFORCING STEEL | | | 0115 703-51032 34248.000 LBS | 0.75000 25686.00| 0.90000 30823.20| 0.90000 30823.20 REINFORCING STEEL, EPOXY COATED | | | 0116 704-09031 152.000 SYS | 115.00000 17480.00| 112.00000 17024.00| 130.00000 19760.00 ARTICULATING CONCRETE MATTRESS | | | 0117 704-51002 59.600 CYS | 850.00000 50660.00| 1000.00000 59600.00| 700.00000 41720.00 CONCRETE, C, SUPERSTRUCTURE | | | 0118 706-06341 294.000 LFT | 69.00000 20286.00| 67.00000 19698.00| 70.00000 20580.00 RAILING, PF-2 | | | 0119 706-06352 4.000 EACH | 1000.00000 4000.00| 1500.00000 6000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0120 706-51020 12.600 CYS | 645.00000 8127.00| 1010.00000 12726.00| 620.00000 7812.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -8 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 707-07776 810.000 SFT | 61.50000 49815.00| 80.00000 64800.00| 70.00000 56700.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 21 IN. X 36 IN. | | | 0122 709-51821 LUMP | 2929.00000 2929.00| 18000.00000 18000.00| 5000.00000 5000.00 SURFACE SEAL | | | 0123 714-06279 66.000 LFT | 415.00000 27390.00| 400.00000 26400.00| 570.00000 37620.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 3' | | | 0124 715-01354 230.000 LFT | 11.00000 2530.00| 11.00000 2530.00| 12.50000 2875.00 CLEAN EXISTING PIPE | | | 0125 715-05119 92.000 LFT | 30.00000 2760.00| 48.00000 4416.00| 32.00000 2944.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0126 715-05123 96.000 LFT | 37.00000 3552.00| 55.00000 5280.00| 52.00000 4992.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0127 715-05149 322.000 LFT | 25.00000 8050.00| 29.00000 9338.00| 32.00000 10304.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0128 715-05151 128.000 LFT | 30.00000 3840.00| 51.00000 6528.00| 38.00000 4864.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0129 715-05152 704.000 LFT | 32.00000 22528.00| 31.00000 21824.00| 36.00000 25344.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0130 715-05154 438.000 LFT | 37.00000 16206.00| 41.00000 17958.00| 52.00000 22776.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0131 715-05155 446.000 LFT | 39.00000 17394.00| 56.00000 24976.00| 59.00000 26314.00 PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0132 715-05169 304.000 LFT | 30.00000 9120.00| 38.00000 11552.00| 33.00000 10032.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0133 715-05173 40.000 LFT | 37.00000 1480.00| 62.00000 2480.00| 43.00000 1720.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0134 715-05407 50.000 LFT | 9.50000 475.00| 14.00000 700.00| 20.00000 1000.00 PIPE, END BENT DRAIN, 6 IN. | | | 0135 715-08282 6.000 TON | 90.00000 540.00| 150.00000 900.00| 220.00000 1320.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0136 715-09064 1876.000 LFT | 0.90000 1688.40| 0.90000 1688.40| 1.10000 2063.60 VIDEO INSPECTION FOR PIPE | | | 0137 715-46000 2.000 EACH | 400.00000 800.00| 530.00000 1060.00| 225.00000 450.00 PIPE END SECTION, 12 IN. | | | 0138 715-46005 16.000 EACH | 475.00000 7600.00| 220.00000 3520.00| 240.00000 3840.00 PIPE END SECTION, 15 IN. | | | 0139 715-46020 3.000 EACH | 500.00000 1500.00| 540.00000 1620.00| 320.00000 960.00 PIPE END SECTION, 24 IN. | | | 0140 715-46025 1.000 EACH | 615.00000 615.00| 1190.00000 1190.00| 600.00000 600.00 PIPE END SECTION, 27 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -9 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 716-07633 192.000 LFT | 215.00000 41280.00| 200.00000 38400.00| 560.00000 107520.00 PIPE INSTALLATION, TRENCHLESS, 24 IN. | | | 0142 720-44000 7.000 EACH | 175.00000 1225.00| 480.00000 3360.00| 200.00000 1400.00 CASTING, ADJUST TO GRADE | | | 0143 720-44000 5.000 EACH | 100.00000 500.00| 330.00000 1650.00| 120.00000 600.00 CASTING, ADJUST TO GRADE , UTILITY VALV | | | 0144 720-45005 1.000 EACH | 1600.00000 1600.00| 1500.00000 1500.00| 1150.00000 1150.00 INLET, A2 | | | 0145 720-45030 1.000 EACH | 1300.00000 1300.00| 1180.00000 1180.00| 900.00000 900.00 INLET, E7 | | | 0146 720-45035 5.000 EACH | 1600.00000 8000.00| 1300.00000 6500.00| 900.00000 4500.00 INLET, F7 | | | 0147 720-45040 1.000 EACH | 2000.00000 2000.00| 2100.00000 2100.00| 1200.00000 1200.00 INLET, G7 | | | 0148 720-45140 7.000 EACH | 2020.00000 14140.00| 2300.00000 16100.00| 1200.00000 8400.00 INLET, G7, MODIFIED | | | 0149 720-45270 2.000 EACH | 930.00000 1860.00| 1050.00000 2100.00| 900.00000 1800.00 PIPE CATCH BASIN, 18 IN. | | | 0150 720-45605 2.000 LFT | 380.00000 760.00| 1260.00000 2520.00| 340.00000 680.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0151 720-98174 6.000 EACH | 2400.00000 14400.00| 2400.00000 14400.00| 1600.00000 9600.00 INLET, B15 | | | 0152 720-98555 3.000 EACH | 2400.00000 7200.00| 2400.00000 7200.00| 1600.00000 4800.00 INLET, C15 | | | 0153 721-43020 1.000 EACH | 2000.00000 2000.00| 2500.00000 2500.00| 1500.00000 1500.00 AUTOMATIC DRAINAGE GATE, 24 IN. | | | 0154 722-51401 10.000 SFT | 195.00000 1950.00| 37.00000 370.00| 85.00000 850.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0155 722-51842 545.000 SYS | 54.00000 29430.00| 73.00000 39785.00| 45.00000 24525.00 BRIDGE DECK OVERLAY | | | 0156 722-51846 2.000 CYS | 330.00000 660.00| 330.00000 660.00| 330.00000 660.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0157 722-51852 430.000 SFT | 15.00000 6450.00| 13.00000 5590.00| 24.00000 10320.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0158 722-60824 364.000 SYS | 11.00000 4004.00| 7.60000 2766.40| 8.20000 2984.80 SURFACE MILLING | | | 0159 801-03290 4.000 EACH | 375.00000 1500.00| 375.00000 1500.00| 390.00000 1560.00 CONSTRUCTION SIGN, C | | | 0160 801-03291 41.000 EACH | 55.00000 2255.00| 55.00000 2255.00| 65.00000 2665.00 CONSTRUCTION SIGN, D | | | 0161 801-04308 6.000 EACH | 295.00000 1770.00| 295.00000 1770.00| 325.00000 1950.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -10 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 801-06203 1000.000 LFT | 0.28000 280.00| 0.28000 280.00| 0.30000 300.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0163 801-06207 2000.000 LFT | 1.25000 2500.00| 1.00000 2000.00| 1.10000 2200.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0164 801-06625 35.000 EACH | 115.00000 4025.00| 115.00000 4025.00| 130.00000 4550.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0165 801-06640 20.000 EACH | 135.00000 2700.00| 135.00000 2700.00| 150.00000 3000.00 CONSTRUCTION SIGN, A | | | 0166 801-06775 LUMP | 21000.00000 21000.00| 15000.00000 15000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0167 801-07119 104.000 LFT | 21.00000 2184.00| 21.00000 2184.00| 22.00000 2288.00 BARRICADE, III-B | | | 0168 802-05701 122.000 LFT | 10.96000 1337.12| 10.96000 1337.12| 12.00000 1464.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0169 802-05702 70.000 LFT | 10.49000 734.30| 10.50000 735.00| 11.50000 805.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0170 802-07058 2.000 EACH | 195.00000 390.00| 195.00000 390.00| 220.00000 440.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0171 802-07059 18.000 EACH | 85.00000 1530.00| 85.00000 1530.00| 95.00000 1710.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0172 802-76025 91.000 SFT | 17.00000 1547.00| 17.00000 1547.00| 18.00000 1638.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0173 802-76035 41.000 SFT | 19.00000 779.00| 19.00000 779.00| 20.00000 820.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0174 802-76055 32.000 LFT | 4.95000 158.40| 4.94000 158.08| 5.20000 166.40 SIGN POST, A | | | 0175 808-06703 15571.000 LFT | 0.40000 6228.40| 0.40000 6228.40| 0.45000 7006.95 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0176 808-06716 5000.000 LFT | 0.70000 3500.00| 0.70000 3500.00| 0.75000 3750.00 LINE, REMOVE | | | 0177 808-75051 355.000 LFT | 2.26000 802.30| 2.26000 802.30| 2.40000 852.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0178 808-75054 355.000 LFT | 2.26000 802.30| 2.26000 802.30| 2.40000 852.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0179 808-75240 930.000 LFT | 0.42000 390.60| 0.42000 390.60| 0.45000 418.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -11 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 808-75245 8480.000 LFT | 0.42000 3561.60| 0.42000 3561.60| 0.45000 3816.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0181 808-75278 279.000 LFT | 2.90000 809.10| 2.90000 809.10| 3.10000 864.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0182 808-75297 122.000 LFT | 5.90000 719.80| 5.90000 719.80| 6.30000 768.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0183 808-75320 3.000 EACH | 60.00000 180.00| 60.00000 180.00| 65.00000 195.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0184 808-92027 1335.000 LFT | 0.82000 1094.70| 0.82000 1094.70| 0.90000 1201.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0185 206-51235 LUMP | 26000.00000 26000.00| 20000.00000 20000.00| 27000.00000 27000.00 COFFERDAM | | | SECTION TOTALS | $ 2,318,000.00| $ 2,391,089.29| $ 2,609,516.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,318,000.00| $ 2,391,089.29| $ 2,609,516.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -12 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 60000.00000 60000.00| 24500.00000 24500.00| 38920.00000 38920.00 CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP | 2100.00000 2100.00| 1200.00000 1200.00| 5560.00000 5560.00 CONSTRUCTION ENGINEERING , WETLAND | | | 0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 120000.00000 120000.00| 76500.00000 76500.00| 77840.00000 77840.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 110-01001 LUMP | 7600.00000 7600.00| 1800.00000 1800.00| 13900.00000 13900.00 MOBILIZATION AND DEMOBILIZATION , | | | WETLAND | | | 0012 201-52370 LUMP | 46220.00000 46220.00| 43500.00000 43500.00| 20572.00000 20572.00 CLEARING RIGHT OF WAY | | | 0013 202-02189 1.000 EACH | 1680.00000 1680.00| 1400.00000 1400.00| 1668.00000 1668.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0014 202-02241 197.000 LFT | 3.00000 591.00| 3.25000 640.25| 11.52000 2269.44 GUARDRAIL, REMOVE | | | 0015 202-02272 70.000 LFT | 4.00000 280.00| 6.30000 441.00| 9.37000 655.90 PAVED SIDE DITCH, REMOVE | | | 0016 202-02279 176.000 LFT | 4.00000 704.00| 5.75000 1012.00| 5.15000 906.40 CURB AND GUTTER, REMOVE | | | 0017 202-07003 LUMP | 870.00000 870.00| 2000.00000 2000.00| 1357.00000 1357.00 REMOVE , CONCRETE BOX CULVERT | | | 0018 202-07846 15.000 EACH | 230.00000 3450.00| 255.00000 3825.00| 218.69000 3280.35 TREE , REMOVE AND REPLANT | | | 0019 202-51328 LUMP | 57000.00000 57000.00| 36500.00000 36500.00| 56712.00000 56712.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -13 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-74025 5990.000 LFT | 0.60000 3594.00| 2.12000 12698.80| 2.28000 13657.20 FENCE, REMOVE | | | 0021 202-96133 887.000 LFT | 7.50000 6652.50| 3.10000 2749.70| 18.27000 16205.49 PIPE, REMOVE | | | 0022 203-02000 23995.000 CYS | 13.00000 311935.00| 8.77000 210436.15| 11.12000 266824.40 EXCAVATION, COMMON | | | 0023 203-02000 285.000 CYS | 16.00000 4560.00| 29.50000 8407.50| 30.51000 8695.35 EXCAVATION, COMMON , WETLAND | | | 0024 203-02020 2150.000 CYS | 26.00000 55900.00| 8.68000 18662.00| 27.80000 59770.00 EXCAVATION, UNCLASSIFIED | | | 0025 203-51223 440.000 CYS | 15.00000 6600.00| 16.00000 7040.00| 16.93000 7449.20 EXCAVATION, WATERWAY | | | 0026 205-03371 200.000 CYS | 17.00000 3400.00| 15.00000 3000.00| 23.80000 4760.00 SEDIMENT, REMOVE | | | 0027 205-06931 315.000 TON | 18.00000 5670.00| 20.00000 6300.00| 26.30000 8284.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06931 27.000 TON | 18.00000 486.00| 34.00000 918.00| 28.28000 763.56 TEMPORARY CHECK DAM, REVETMENT RIPRAP , | | | LEFT IN PLACE, WETLAND | | | 0029 205-06933 17.000 EACH | 105.00000 1785.00| 106.00000 1802.00| 106.00000 1802.00 TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06934 43.000 TON | 375.00000 16125.00| 375.00000 16125.00| 375.00000 16125.00 TEMPORARY MULCHING | | | 0031 205-06934 2.000 TON | 375.00000 750.00| 375.00000 750.00| 375.00000 750.00 TEMPORARY MULCHING , WETLAND | | | 0032 205-06936 117.000 TON | 112.00000 13104.00| 30.00000 3510.00| 30.00000 3510.00 TEMPORARY SEDIMENT TRAP | | | 0033 205-06937 4010.000 LFT | 1.30000 5213.00| 1.30000 5213.00| 1.28000 5132.80 TEMPORARY SILT FENCE | | | 0034 205-06937 1975.000 LFT | 1.30000 2567.50| 1.30000 2567.50| 1.28000 2528.00 TEMPORARY SILT FENCE , WETLAND | | | 0035 205-09543 103.000 TON | 22.00000 2266.00| 42.50000 4377.50| 14.20000 1462.60 NO 2 STONE | | | 0036 205-09543 100.000 TON | 14.00000 1400.00| 30.00000 3000.00| 14.20000 1420.00 NO 2 STONE , WETLAND | | | 0037 206-51215 12.000 CYS | 235.00000 2820.00| 335.00000 4020.00| 234.00000 2808.00 EXCAVATION, X | | | 0038 206-51220 139.000 CYS | 56.00000 7784.00| 58.00000 8062.00| 55.60000 7728.40 EXCAVATION, WET | | | 0039 206-51230 23.000 CYS | 79.00000 1817.00| 47.00000 1081.00| 77.84000 1790.32 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0040 207-08263 23486.000 SYS | 5.00000 117430.00| 6.32000 148431.52| 13.30000 312363.80 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -14 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 207-08267 1301.000 SYS | 9.00000 11709.00| 12.25000 15937.25| 8.50000 11058.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0042 211-06467 14.000 CYS | 47.00000 658.00| 21.00000 294.00| 46.70000 653.80 AGGREGATE FOR END BENT BACKFILL | | | 0043 211-09264 545.000 CYS | 19.00000 10355.00| 16.60000 9047.00| 22.19000 12093.55 STRUCTURE BACKFILL, TYPE 1 | | | 0044 211-09265 25.000 CYS | 19.00000 475.00| 18.00000 450.00| 20.35000 508.75 STRUCTURE BACKFILL, TYPE 2 | | | 0045 211-09266 117.000 CYS | 13.00000 1521.00| 18.85000 2205.45| 31.35000 3667.95 STRUCTURE BACKFILL, TYPE 3 | | | 0046 211-09268 98.000 CYS | 75.00000 7350.00| 64.00000 6272.00| 81.92000 8028.16 STRUCTURE BACKFILL, TYPE 5 | | | 0047 301-07448 6963.000 TON | 11.50000 80074.50| 17.22000 119902.86| 11.00000 76593.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0048 302-07455 28.000 CYS | 37.00000 1036.00| 70.00000 1960.00| 20.00000 560.00 DENSE GRADED SUBBASE | | | 0049 303-01180 162.000 TON | 18.00000 2916.00| 25.00000 4050.00| 11.00000 1782.00 COMPACTED AGGREGATE, NO. 53 | | | 0050 303-07449 22.000 TON | 18.00000 396.00| 50.00000 1100.00| 11.56000 254.32 COMPACTED AGGREGATE, NO. 73 | | | 0051 304-07489 8.000 TON | 560.00000 4480.00| 207.00000 1656.00| 278.00000 2224.00 HMA PATCHING, TYPE A | | | 0052 306-08043 700.000 SYS | 7.00000 4900.00| 7.30000 5110.00| 4.45000 3115.00 MILLING, TRANSITION | | | 0053 401-07320 2494.000 TON | 66.00000 164604.00| 66.10000 164853.40| 64.50000 160863.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0054 401-07389 7432.000 TON | 53.00000 393896.00| 52.63000 391146.16| 57.27000 425630.64 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0055 402-07450 1133.000 TON | 57.00000 64581.00| 57.15000 64750.95| 67.00000 75911.00 HMA WEDGE AND LEVEL, TYPE A | | | 0056 404-05514 2600.000 SYS | 5.00000 13000.00| 5.30000 13780.00| 4.75000 12350.00 SEAL COAT, 5 | | | 0057 406-05520 16.000 TON | 450.00000 7200.00| 450.00000 7200.00| 556.00000 8896.00 ASPHALT FOR TACK COAT | | | 0058 601-01522 4.000 EACH | 2187.00000 8748.00| 2180.00000 8720.00| 2002.00000 8008.00 GUARDRAIL TRANSITION TYPE TGB | | | 0059 601-01700 1.000 EACH | 2013.00000 2013.00| 2000.00000 2000.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0060 601-03464 4.000 EACH | 106.00000 424.00| 106.00000 424.00| 106.00000 424.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -15 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 601-94689 3.000 EACH | 2687.00000 8061.00| 2680.00000 8040.00| 2664.00000 7992.00 GUARDRAIL END TREATMENT, OS | | | 0062 601-99105 194.000 LFT | 24.00000 4656.00| 23.50000 4559.00| 23.46000 4551.24 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0063 601-99123 4.000 EACH | 2462.00000 9848.00| 2450.00000 9800.00| 2441.00000 9764.00 GUARDRAIL TRANSITION, GP | | | 0064 603-06040 6420.000 LFT | 6.00000 38520.00| 6.10000 39162.00| 6.07000 38969.40 FENCE, FARM FIELD, 47 IN. | | | 0065 603-06052 5.000 EACH | 533.00000 2665.00| 530.00000 2650.00| 528.00000 2640.00 FENCE GATE, FARM FIELD, 47 IN. X 12 FT. | | | 0066 605-06140 3852.000 LFT | 16.00000 61632.00| 19.70000 75884.40| 16.68000 64251.36 CURB AND GUTTER, CONCRETE | | | 0067 605-06155 212.000 LFT | 16.00000 3392.00| 27.00000 5724.00| 16.68000 3536.16 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0068 607-06175 315.000 LFT | 22.00000 6930.00| 34.00000 10710.00| 16.68000 5254.20 GUTTER, CONCRETE | | | 0069 607-06335 23.000 LFT | 44.00000 1012.00| 51.00000 1173.00| 74.00000 1702.00 PAVED SIDE DITCH, A | | | 0070 609-06259 175.000 SYS | 81.00000 14175.00| 77.00000 13475.00| 80.00000 14000.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0071 610-07486 33.000 TON | 80.00000 2640.00| 80.00000 2640.00| 139.00000 4587.00 HMA FOR APPROACHES, TYPE A | | | 0072 610-07487 127.000 TON | 80.00000 10160.00| 80.00000 10160.00| 111.00000 14097.00 HMA FOR APPROACHES, TYPE B | | | 0073 610-08446 632.000 SYS | 44.00000 27808.00| 42.50000 26860.00| 42.25000 26702.00 PCCP FOR APPROACHES, 6 IN. | | | 0074 610-09108 87.000 SYS | 78.00000 6786.00| 50.40000 4384.80| 50.00000 4350.00 PCCP FOR APPROACHES, 9 IN. | | | 0075 611-06497 9.000 EACH | 109.00000 981.00| 165.00000 1485.00| 128.00000 1152.00 MAILBOX ASSEMBLY, SINGLE | | | 0076 611-06498 8.000 EACH | 175.00000 1400.00| 175.00000 1400.00| 217.00000 1736.00 MAILBOX ASSEMBLY, DOUBLE | | | 0077 615-06505 26.000 EACH | 667.00000 17342.00| 665.00000 17290.00| 662.00000 17212.00 MONUMENT, B | | | 0078 615-06510 3.000 EACH | 555.00000 1665.00| 550.00000 1650.00| 551.00000 1653.00 MONUMENT, C | | | 0079 616-02320 1112.000 SYS | 4.00000 4448.00| 1.80000 2001.60| 3.50000 3892.00 GEOTEXTILES | | | 0080 616-05688 28.000 TON | 25.00000 700.00| 43.00000 1204.00| 29.08000 814.24 RIPRAP, CLASS 1 | | | 0081 616-06405 393.000 TON | 32.00000 12576.00| 30.00000 11790.00| 33.36000 13110.48 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -16 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 621-01004 2.000 EACH | 560.00000 1120.00| 550.00000 1100.00| 1000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0083 621-01004 2.000 EACH | 560.00000 1120.00| 550.00000 1100.00| 1000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , WETLAND | | | 0084 621-02770 3759.000 SYS | 1.30000 4886.70| 1.30000 4886.70| 1.30000 4886.70 EROSION CONTROL BLANKET | | | 0085 621-04258 28.000 LBS | 447.00000 12516.00| 4.90000 137.20| 5.00000 140.00 SEED MIXTURE , ANNUAL RYE GRASS, WETLAN | | | 0086 621-04258 42.000 LBS | 223.00000 9366.00| 200.00000 8400.00| 201.00000 8442.00 SEED MIXTURE , EMERGENT WETLAND SEED | | | MIX, WETLAND | | | 0087 621-04258 20.000 LBS | 200.00000 4000.00| 220.00000 4400.00| 222.00000 4440.00 SEED MIXTURE , SEDGE MEADOW SEED MIX, | | | WETLAND | | | 0088 621-04258 9.100 LBS | 5.00000 45.50| 445.00000 4049.50| 446.00000 4058.60 SEED MIXTURE , WOODY REVEGETATION SEED | | | MIX | | | 0089 621-06545 4.000 TON | 1100.00000 4400.00| 1050.00000 4200.00| 1092.00000 4368.00 FERTILIZER | | | 0090 621-06545 1.000 TON | 1100.00000 1100.00| 1050.00000 1050.00| 1092.00000 1092.00 FERTILIZER , WETLAND | | | 0091 621-06553 1207.000 LBS | 3.50000 4224.50| 3.45000 4164.15| 3.47000 4188.29 SEED MIXTURE, R | | | 0092 621-06557 2580.000 LBS | 1.50000 3870.00| 1.45000 3741.00| 1.45000 3741.00 SEED MIXTURE, T | | | 0093 621-06557 173.000 LBS | 1.50000 259.50| 1.45000 250.85| 1.45000 250.85 SEED MIXTURE, T , WETLAND | | | 0094 621-06565 20.000 TON | 438.00000 8760.00| 435.00000 8700.00| 437.00000 8740.00 MULCHING MATERIAL | | | 0095 621-06565 5.000 TON | 438.00000 2190.00| 435.00000 2175.00| 437.00000 2185.00 MULCHING MATERIAL , WETLAND | | | 0096 621-06567 39.000 kGAL | 1.10000 42.90| 1.00000 39.00| 2.00000 78.00 WATER | | | 0097 621-06567 720.000 kGAL | 1.10000 792.00| 1.00000 720.00| 2.00000 1440.00 WATER , WETLAND | | | 0098 621-06574 46.000 SYS | 2.80000 128.80| 2.80000 128.80| 2.78000 127.88 SODDING | | | 0099 621-06575 9602.000 SYS | 2.80000 26885.60| 2.80000 26885.60| 2.78000 26693.56 SODDING, NURSERY | | | 0100 622-52436 8.000 EACH | 35.00000 280.00| 35.00000 280.00| 35.00000 280.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -17 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 622-52436 10.000 EACH | 35.00000 350.00| 35.00000 350.00| 35.00000 350.00 SIGN, DO NOT MOW OR SPRAY , WETLAND | | | 0102 622-91786 280.000 EACH | 9.00000 2520.00| 8.80000 2464.00| 8.85000 2478.00 SEEDLING , TREE AND SHRUB, BARE ROOT | | | 0103 622-91786 880.000 EACH | 9.00000 7920.00| 8.80000 7744.00| 8.85000 7788.00 SEEDLING , TREE AND SHRUB, BARE ROOT, | | | WETLAND | | | 0104 624-92647 3.000 ACRE | 294.00000 882.00| 290.00000 870.00| 293.00000 879.00 HERBICIDE TREATMENT , WETLAND | | | 0105 628-09402 18.000 MOS | 1536.00000 27648.00| 1600.00000 28800.00| 2350.00000 42300.00 FIELD OFFICE, B | | | 0106 628-09407 18.000 MOS | 225.00000 4050.00| 1000.00000 18000.00| 444.00000 7992.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0107 701-51195 110.000 LFT | 87.50000 9625.00| 79.50000 8745.00| 87.00000 9570.00 PILE, STEEL H, HP 12" X 53 | | | 0108 701-91792 4.000 EACH | 179.00000 716.00| 97.00000 388.00| 178.00000 712.00 PILE TIP, STEEL H | | | 0109 702-51005 66.600 CYS | 785.00000 52281.00| 1287.00000 85714.20| 778.00000 51814.80 CONCRETE, A, SUBSTRUCTURE | | | 0110 702-51015 11.500 CYS | 560.00000 6440.00| 467.00000 5370.50| 556.00000 6394.00 CONCRETE, B, FOOTINGS | | | 0111 702-51863 100.000 EACH | 12.00000 1200.00| 10.00000 1000.00| 12.25000 1225.00 FIELD DRILLED HOLE IN CONCRETE | | | 0112 702-90915 67.000 CYS | 384.00000 25728.00| 330.00000 22110.00| 333.00000 22311.00 CONCRETE, A | | | 0113 702-94656 19.000 CYS | 538.00000 10222.00| 500.00000 9500.00| 778.00000 14782.00 CONCRETE, B | | | 0114 703-51030 14435.000 LBS | 1.00000 14435.00| 0.77000 11114.95| 0.99000 14290.65 REINFORCING STEEL | | | 0115 703-51032 34248.000 LBS | 1.10000 37672.80| 0.82000 28083.36| 1.12000 38357.76 REINFORCING STEEL, EPOXY COATED | | | 0116 704-09031 152.000 SYS | 112.00000 17024.00| 160.00000 24320.00| 112.00000 17024.00 ARTICULATING CONCRETE MATTRESS | | | 0117 704-51002 59.600 CYS | 786.00000 46845.60| 1404.00000 83678.40| 778.00000 46368.80 CONCRETE, C, SUPERSTRUCTURE | | | 0118 706-06341 294.000 LFT | 74.00000 21756.00| 80.00000 23520.00| 73.50000 21609.00 RAILING, PF-2 | | | 0119 706-06352 4.000 EACH | 2356.00000 9424.00| 2400.00000 9600.00| 2335.00000 9340.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0120 706-51020 12.600 CYS | 684.00000 8618.40| 1730.00000 21798.00| 678.00000 8542.80 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -18 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 707-07776 810.000 SFT | 67.00000 54270.00| 84.90000 68769.00| 67.00000 54270.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 21 IN. X 36 IN. | | | 0122 709-51821 LUMP | 2019.00000 2019.00| 3300.00000 3300.00| 3257.00000 3257.00 SURFACE SEAL | | | 0123 714-06279 66.000 LFT | 314.00000 20724.00| 399.00000 26334.00| 415.00000 27390.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 3' | | | 0124 715-01354 230.000 LFT | 12.34000 2838.20| 1.25000 287.50| 17.00000 3910.00 CLEAN EXISTING PIPE | | | 0125 715-05119 92.000 LFT | 24.00000 2208.00| 31.00000 2852.00| 59.00000 5428.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0126 715-05123 96.000 LFT | 36.00000 3456.00| 39.00000 3744.00| 87.00000 8352.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0127 715-05149 322.000 LFT | 18.00000 5796.00| 25.10000 8082.20| 75.00000 24150.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0128 715-05151 128.000 LFT | 15.00000 1920.00| 27.25000 3488.00| 58.00000 7424.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0129 715-05152 704.000 LFT | 24.00000 16896.00| 20.15000 14185.60| 40.00000 28160.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0130 715-05154 438.000 LFT | 31.00000 13578.00| 33.50000 14673.00| 49.00000 21462.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0131 715-05155 446.000 LFT | 47.00000 20962.00| 55.00000 24530.00| 58.75000 26202.50 PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0132 715-05169 304.000 LFT | 18.00000 5472.00| 30.25000 9196.00| 38.00000 11552.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0133 715-05173 40.000 LFT | 37.00000 1480.00| 44.75000 1790.00| 63.00000 2520.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0134 715-05407 50.000 LFT | 23.00000 1150.00| 10.44000 522.00| 22.25000 1112.50 PIPE, END BENT DRAIN, 6 IN. | | | 0135 715-08282 6.000 TON | 84.00000 504.00| 336.00000 2016.00| 278.00000 1668.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0136 715-09064 1876.000 LFT | 1.00000 1876.00| 1.20000 2251.20| 1.00000 1876.00 VIDEO INSPECTION FOR PIPE | | | 0137 715-46000 2.000 EACH | 470.00000 940.00| 600.00000 1200.00| 300.00000 600.00 PIPE END SECTION, 12 IN. | | | 0138 715-46005 16.000 EACH | 496.00000 7936.00| 820.00000 13120.00| 319.00000 5104.00 PIPE END SECTION, 15 IN. | | | 0139 715-46020 3.000 EACH | 789.00000 2367.00| 960.00000 2880.00| 405.00000 1215.00 PIPE END SECTION, 24 IN. | | | 0140 715-46025 1.000 EACH | 876.00000 876.00| 1260.00000 1260.00| 578.00000 578.00 PIPE END SECTION, 27 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -19 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 716-07633 192.000 LFT | 249.00000 47808.00| 259.50000 49824.00| 217.00000 41664.00 PIPE INSTALLATION, TRENCHLESS, 24 IN. | | | 0142 720-44000 7.000 EACH | 353.00000 2471.00| 375.00000 2625.00| 378.00000 2646.00 CASTING, ADJUST TO GRADE | | | 0143 720-44000 5.000 EACH | 196.00000 980.00| 105.00000 525.00| 467.00000 2335.00 CASTING, ADJUST TO GRADE , UTILITY VALV | | | 0144 720-45005 1.000 EACH | 1418.00000 1418.00| 1025.00000 1025.00| 1429.00000 1429.00 INLET, A2 | | | 0145 720-45030 1.000 EACH | 1160.00000 1160.00| 1120.00000 1120.00| 1140.00000 1140.00 INLET, E7 | | | 0146 720-45035 5.000 EACH | 1160.00000 5800.00| 1120.00000 5600.00| 1140.00000 5700.00 INLET, F7 | | | 0147 720-45040 1.000 EACH | 1384.00000 1384.00| 1845.00000 1845.00| 1835.00000 1835.00 INLET, G7 | | | 0148 720-45140 7.000 EACH | 1440.00000 10080.00| 1900.00000 13300.00| 1835.00000 12845.00 INLET, G7, MODIFIED | | | 0149 720-45270 2.000 EACH | 1155.00000 2310.00| 670.00000 1340.00| 1215.00000 2430.00 PIPE CATCH BASIN, 18 IN. | | | 0150 720-45605 2.000 LFT | 448.00000 896.00| 810.00000 1620.00| 556.00000 1112.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0151 720-98174 6.000 EACH | 2051.00000 12306.00| 1925.00000 11550.00| 1975.00000 11850.00 INLET, B15 | | | 0152 720-98555 3.000 EACH | 2051.00000 6153.00| 1925.00000 5775.00| 1975.00000 5925.00 INLET, C15 | | | 0153 721-43020 1.000 EACH | 1020.00000 1020.00| 2150.00000 2150.00| 1760.00000 1760.00 AUTOMATIC DRAINAGE GATE, 24 IN. | | | 0154 722-51401 10.000 SFT | 112.00000 1120.00| 55.00000 550.00| 112.00000 1120.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0155 722-51842 545.000 SYS | 62.00000 33790.00| 58.15000 31691.75| 61.00000 33245.00 BRIDGE DECK OVERLAY | | | 0156 722-51846 2.000 CYS | 330.00000 660.00| 330.00000 660.00| 330.00000 660.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0157 722-51852 430.000 SFT | 11.00000 4730.00| 8.21000 3530.30| 11.12000 4781.60 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0158 722-60824 364.000 SYS | 7.00000 2548.00| 17.25000 6279.00| 8.40000 3057.60 SURFACE MILLING | | | 0159 801-03290 4.000 EACH | 421.00000 1684.00| 420.00000 1680.00| 417.00000 1668.00 CONSTRUCTION SIGN, C | | | 0160 801-03291 41.000 EACH | 62.00000 2542.00| 62.00000 2542.00| 61.00000 2501.00 CONSTRUCTION SIGN, D | | | 0161 801-04308 6.000 EACH | 331.00000 1986.00| 330.00000 1980.00| 328.00000 1968.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -20 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 801-06203 1000.000 LFT | 0.30000 300.00| 0.30000 300.00| 0.31000 310.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0163 801-06207 2000.000 LFT | 1.10000 2200.00| 1.10000 2200.00| 1.11000 2220.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0164 801-06625 35.000 EACH | 129.00000 4515.00| 128.00000 4480.00| 127.00000 4445.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0165 801-06640 20.000 EACH | 151.00000 3020.00| 150.00000 3000.00| 150.00000 3000.00 CONSTRUCTION SIGN, A | | | 0166 801-06775 LUMP | 13461.00000 13461.00| 24200.00000 24200.00| 20016.00000 20016.00 MAINTAINING TRAFFIC | | | 0167 801-07119 104.000 LFT | 24.00000 2496.00| 23.50000 2444.00| 23.35000 2428.40 BARRICADE, III-B | | | 0168 802-05701 122.000 LFT | 12.30000 1500.60| 12.25000 1494.50| 12.00000 1464.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0169 802-05702 70.000 LFT | 12.00000 840.00| 11.75000 822.50| 12.00000 840.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0170 802-07058 2.000 EACH | 219.00000 438.00| 218.00000 436.00| 217.00000 434.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0171 802-07059 18.000 EACH | 95.00000 1710.00| 95.00000 1710.00| 95.00000 1710.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0172 802-76025 91.000 SFT | 95.00000 8645.00| 19.00000 1729.00| 19.00000 1729.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0173 802-76035 41.000 SFT | 21.00000 861.00| 21.25000 871.25| 21.00000 861.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0174 802-76055 32.000 LFT | 5.50000 176.00| 5.50000 176.00| 5.50000 176.00 SIGN POST, A | | | 0175 808-06703 15571.000 LFT | 0.50000 7785.50| 0.44000 6851.24| 0.44000 6851.24 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0176 808-06716 5000.000 LFT | 0.80000 4000.00| 0.78000 3900.00| 0.78000 3900.00 LINE, REMOVE | | | 0177 808-75051 355.000 LFT | 2.50000 887.50| 2.50000 887.50| 2.51000 891.05 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0178 808-75054 355.000 LFT | 2.50000 887.50| 2.50000 887.50| 2.51000 891.05 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0179 808-75240 930.000 LFT | 0.50000 465.00| 0.45000 418.50| 0.47000 437.10 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -21 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 808-75245 8480.000 LFT | 0.50000 4240.00| 0.45000 3816.00| 0.47000 3985.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0181 808-75278 279.000 LFT | 3.25000 906.75| 3.20000 892.80| 3.22000 898.38 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0182 808-75297 122.000 LFT | 6.60000 805.20| 6.50000 793.00| 6.56000 800.32 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0183 808-75320 3.000 EACH | 67.00000 201.00| 65.00000 195.00| 66.72000 200.16 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0184 808-92027 1335.000 LFT | 0.92000 1228.20| 0.90000 1201.50| 0.91000 1214.85 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0185 206-51235 LUMP | 9500.00000 9500.00| 105300.00000 105300.00| 9452.00000 9452.00 COFFERDAM | | | SECTION TOTALS | $ 2,662,623.25| $ 2,725,655.84| $ 2,874,405.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,662,623.25| $ 2,725,655.84| $ 2,874,405.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -22 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 22500.00000 22500.00| 37500.00000 37500.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP | 2499.46000 2499.46| 1900.00000 1900.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING , WETLAND | | | 0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 88000.00000 88000.00| 149332.96000 149332.96| 146000.00000 146000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 110-01001 LUMP | 3500.00000 3500.00| 1.00000 1.00| 1500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION , | | | WETLAND | | | 0012 201-52370 LUMP | 75000.00000 75000.00| 59733.18000 59733.18| 28000.00000 28000.00 CLEARING RIGHT OF WAY | | | 0013 202-02189 1.000 EACH | 2500.00000 2500.00| 1500.00000 1500.00| 800.00000 800.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0014 202-02241 197.000 LFT | 5.00000 985.00| 7.00000 1379.00| 3.00000 591.00 GUARDRAIL, REMOVE | | | 0015 202-02272 70.000 LFT | 9.00000 630.00| 20.00000 1400.00| 7.00000 490.00 PAVED SIDE DITCH, REMOVE | | | 0016 202-02279 176.000 LFT | 9.00000 1584.00| 15.00000 2640.00| 7.00000 1232.00 CURB AND GUTTER, REMOVE | | | 0017 202-07003 LUMP | 4000.00000 4000.00| 3000.00000 3000.00| 4500.00000 4500.00 REMOVE , CONCRETE BOX CULVERT | | | 0018 202-07846 15.000 EACH | 225.00000 3375.00| 225.00000 3375.00| 225.00000 3375.00 TREE , REMOVE AND REPLANT | | | 0019 202-51328 LUMP | 56500.00000 56500.00| 65000.00000 65000.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -23 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-74025 5990.000 LFT | 2.00000 11980.00| 1.60000 9584.00| 2.50000 14975.00 FENCE, REMOVE | | | 0021 202-96133 887.000 LFT | 9.00000 7983.00| 10.00000 8870.00| 7.00000 6209.00 PIPE, REMOVE | | | 0022 203-02000 23995.000 CYS | 13.00000 311935.00| 9.00000 215955.00| 24.50000 587877.50 EXCAVATION, COMMON | | | 0023 203-02000 285.000 CYS | 12.00000 3420.00| 15.00000 4275.00| 52.75000 15033.75 EXCAVATION, COMMON , WETLAND | | | 0024 203-02020 2150.000 CYS | 8.00000 17200.00| 25.00000 53750.00| 73.00000 156950.00 EXCAVATION, UNCLASSIFIED | | | 0025 203-51223 440.000 CYS | 22.50000 9900.00| 15.00000 6600.00| 20.00000 8800.00 EXCAVATION, WATERWAY | | | 0026 205-03371 200.000 CYS | 21.00000 4200.00| 15.00000 3000.00| 11.00000 2200.00 SEDIMENT, REMOVE | | | 0027 205-06931 315.000 TON | 38.00000 11970.00| 40.00000 12600.00| 31.00000 9765.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06931 27.000 TON | 38.00000 1026.00| 40.00000 1080.00| 24.00000 648.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP , | | | LEFT IN PLACE, WETLAND | | | 0029 205-06933 17.000 EACH | 95.00000 1615.00| 95.00000 1615.00| 95.00000 1615.00 TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06934 43.000 TON | 335.00000 14405.00| 335.00000 14405.00| 335.00000 14405.00 TEMPORARY MULCHING | | | 0031 205-06934 2.000 TON | 335.00000 670.00| 335.00000 670.00| 335.00000 670.00 TEMPORARY MULCHING , WETLAND | | | 0032 205-06936 117.000 TON | 37.94000 4438.98| 30.00000 3510.00| 31.16000 3645.72 TEMPORARY SEDIMENT TRAP | | | 0033 205-06937 4010.000 LFT | 1.15000 4611.50| 1.15000 4611.50| 1.15000 4611.50 TEMPORARY SILT FENCE | | | 0034 205-06937 1975.000 LFT | 1.15000 2271.25| 1.15000 2271.25| 1.15000 2271.25 TEMPORARY SILT FENCE , WETLAND | | | 0035 205-09543 103.000 TON | 36.00000 3708.00| 40.00000 4120.00| 105.00000 10815.00 NO 2 STONE | | | 0036 205-09543 100.000 TON | 36.00000 3600.00| 40.00000 4000.00| 105.00000 10500.00 NO 2 STONE , WETLAND | | | 0037 206-51215 12.000 CYS | 228.00000 2736.00| 150.00000 1800.00| 72.00000 864.00 EXCAVATION, X | | | 0038 206-51220 139.000 CYS | 39.00000 5421.00| 30.00000 4170.00| 40.00000 5560.00 EXCAVATION, WET | | | 0039 206-51230 23.000 CYS | 95.00000 2185.00| 150.00000 3450.00| 73.00000 1679.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0040 207-08263 23486.000 SYS | 5.10000 119778.60| 8.00000 187888.00| 5.45000 127998.70 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -24 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 207-08267 1301.000 SYS | 14.00000 18214.00| 15.00000 19515.00| 8.90000 11578.90 SUBGRADE TREATMENT, TYPE IIIA | | | 0042 211-06467 14.000 CYS | 66.00000 924.00| 100.00000 1400.00| 23.00000 322.00 AGGREGATE FOR END BENT BACKFILL | | | 0043 211-09264 545.000 CYS | 25.00000 13625.00| 35.00000 19075.00| 25.00000 13625.00 STRUCTURE BACKFILL, TYPE 1 | | | 0044 211-09265 25.000 CYS | 25.00000 625.00| 60.00000 1500.00| 25.00000 625.00 STRUCTURE BACKFILL, TYPE 2 | | | 0045 211-09266 117.000 CYS | 25.00000 2925.00| 60.00000 7020.00| 27.00000 3159.00 STRUCTURE BACKFILL, TYPE 3 | | | 0046 211-09268 98.000 CYS | 100.00000 9800.00| 175.00000 17150.00| 73.00000 7154.00 STRUCTURE BACKFILL, TYPE 5 | | | 0047 301-07448 6963.000 TON | 18.00000 125334.00| 22.00000 153186.00| 11.50000 80074.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0048 302-07455 28.000 CYS | 64.00000 1792.00| 100.00000 2800.00| 34.50000 966.00 DENSE GRADED SUBBASE | | | 0049 303-01180 162.000 TON | 50.00000 8100.00| 24.00000 3888.00| 13.50000 2187.00 COMPACTED AGGREGATE, NO. 53 | | | 0050 303-07449 22.000 TON | 43.00000 946.00| 40.00000 880.00| 13.50000 297.00 COMPACTED AGGREGATE, NO. 73 | | | 0051 304-07489 8.000 TON | 575.00000 4600.00| 250.00000 2000.00| 105.00000 840.00 HMA PATCHING, TYPE A | | | 0052 306-08043 700.000 SYS | 3.50000 2450.00| 15.00000 10500.00| 3.95000 2765.00 MILLING, TRANSITION | | | 0053 401-07320 2494.000 TON | 61.75000 154004.50| 59.00000 147146.00| 59.00000 147146.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0054 401-07389 7432.000 TON | 48.25000 358594.00| 47.00000 349304.00| 47.00000 349304.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0055 402-07450 1133.000 TON | 62.25000 70529.25| 51.00000 57783.00| 51.00000 57783.00 HMA WEDGE AND LEVEL, TYPE A | | | 0056 404-05514 2600.000 SYS | 7.25000 18850.00| 4.70000 12220.00| 4.70000 12220.00 SEAL COAT, 5 | | | 0057 406-05520 16.000 TON | 462.00000 7392.00| 400.00000 6400.00| 400.00000 6400.00 ASPHALT FOR TACK COAT | | | 0058 601-01522 4.000 EACH | 1950.00000 7800.00| 1780.00000 7120.00| 1950.00000 7800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0059 601-01700 1.000 EACH | 1795.00000 1795.00| 2240.00000 2240.00| 1795.00000 1795.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0060 601-03464 4.000 EACH | 95.00000 380.00| 37.00000 148.00| 95.00000 380.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -25 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 601-94689 3.000 EACH | 2395.00000 7185.00| 2395.00000 7185.00| 2395.00000 7185.00 GUARDRAIL END TREATMENT, OS | | | 0062 601-99105 194.000 LFT | 21.10000 4093.40| 16.00000 3104.00| 21.10000 4093.40 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0063 601-99123 4.000 EACH | 2195.00000 8780.00| 2555.00000 10220.00| 2195.00000 8780.00 GUARDRAIL TRANSITION, GP | | | 0064 603-06040 6420.000 LFT | 5.46000 35053.20| 6.50000 41730.00| 5.46000 35053.20 FENCE, FARM FIELD, 47 IN. | | | 0065 603-06052 5.000 EACH | 475.00000 2375.00| 770.00000 3850.00| 475.00000 2375.00 FENCE GATE, FARM FIELD, 47 IN. X 12 FT. | | | 0066 605-06140 3852.000 LFT | 15.00000 57780.00| 14.00000 53928.00| 15.00000 57780.00 CURB AND GUTTER, CONCRETE | | | 0067 605-06155 212.000 LFT | 23.00000 4876.00| 20.00000 4240.00| 16.00000 3392.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0068 607-06175 315.000 LFT | 20.00000 6300.00| 25.00000 7875.00| 16.00000 5040.00 GUTTER, CONCRETE | | | 0069 607-06335 23.000 LFT | 100.00000 2300.00| 45.00000 1035.00| 50.00000 1150.00 PAVED SIDE DITCH, A | | | 0070 609-06259 175.000 SYS | 107.00000 18725.00| 100.00000 17500.00| 120.00000 21000.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0071 610-07486 33.000 TON | 203.00000 6699.00| 71.00000 2343.00| 71.00000 2343.00 HMA FOR APPROACHES, TYPE A | | | 0072 610-07487 127.000 TON | 103.00000 13081.00| 71.00000 9017.00| 71.00000 9017.00 HMA FOR APPROACHES, TYPE B | | | 0073 610-08446 632.000 SYS | 60.00000 37920.00| 38.00000 24016.00| 50.00000 31600.00 PCCP FOR APPROACHES, 6 IN. | | | 0074 610-09108 87.000 SYS | 70.00000 6090.00| 45.00000 3915.00| 58.00000 5046.00 PCCP FOR APPROACHES, 9 IN. | | | 0075 611-06497 9.000 EACH | 115.00000 1035.00| 187.00000 1683.00| 115.00000 1035.00 MAILBOX ASSEMBLY, SINGLE | | | 0076 611-06498 8.000 EACH | 195.00000 1560.00| 374.00000 2992.00| 195.00000 1560.00 MAILBOX ASSEMBLY, DOUBLE | | | 0077 615-06505 26.000 EACH | 595.00000 15470.00| 615.00000 15990.00| 595.00000 15470.00 MONUMENT, B | | | 0078 615-06510 3.000 EACH | 495.00000 1485.00| 490.00000 1470.00| 495.00000 1485.00 MONUMENT, C | | | 0079 616-02320 1112.000 SYS | 2.00000 2224.00| 3.00000 3336.00| 2.70000 3002.40 GEOTEXTILES | | | 0080 616-05688 28.000 TON | 44.00000 1232.00| 35.00000 980.00| 34.00000 952.00 RIPRAP, CLASS 1 | | | 0081 616-06405 393.000 TON | 33.00000 12969.00| 25.00000 9825.00| 29.50000 11593.50 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -26 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0083 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , WETLAND | | | 0084 621-02770 3759.000 SYS | 1.16000 4360.44| 1.16000 4360.44| 1.16000 4360.44 EROSION CONTROL BLANKET | | | 0085 621-04258 28.000 LBS | 4.40000 123.20| 4.40000 123.20| 4.40000 123.20 SEED MIXTURE , ANNUAL RYE GRASS, WETLAN | | | 0086 621-04258 42.000 LBS | 180.00000 7560.00| 180.00000 7560.00| 180.00000 7560.00 SEED MIXTURE , EMERGENT WETLAND SEED | | | MIX, WETLAND | | | 0087 621-04258 20.000 LBS | 199.00000 3980.00| 199.00000 3980.00| 199.00000 3980.00 SEED MIXTURE , SEDGE MEADOW SEED MIX, | | | WETLAND | | | 0088 621-04258 9.100 LBS | 399.00000 3630.90| 399.00000 3630.90| 399.00000 3630.90 SEED MIXTURE , WOODY REVEGETATION SEED | | | MIX | | | 0089 621-06545 4.000 TON | 975.00000 3900.00| 975.00000 3900.00| 975.00000 3900.00 FERTILIZER | | | 0090 621-06545 1.000 TON | 975.00000 975.00| 975.00000 975.00| 975.00000 975.00 FERTILIZER , WETLAND | | | 0091 621-06553 1207.000 LBS | 3.10000 3741.70| 3.10000 3741.70| 3.10000 3741.70 SEED MIXTURE, R | | | 0092 621-06557 2580.000 LBS | 1.30000 3354.00| 1.30000 3354.00| 1.30000 3354.00 SEED MIXTURE, T | | | 0093 621-06557 173.000 LBS | 1.30000 224.90| 1.30000 224.90| 1.30000 224.90 SEED MIXTURE, T , WETLAND | | | 0094 621-06565 20.000 TON | 390.00000 7800.00| 390.00000 7800.00| 390.00000 7800.00 MULCHING MATERIAL | | | 0095 621-06565 5.000 TON | 390.00000 1950.00| 390.00000 1950.00| 390.00000 1950.00 MULCHING MATERIAL , WETLAND | | | 0096 621-06567 39.000 kGAL | 1.00000 39.00| 1.00000 39.00| 1.00000 39.00 WATER | | | 0097 621-06567 720.000 kGAL | 1.00000 720.00| 1.00000 720.00| 1.00000 720.00 WATER , WETLAND | | | 0098 621-06574 46.000 SYS | 2.49000 114.54| 2.49000 114.54| 2.49000 114.54 SODDING | | | 0099 621-06575 9602.000 SYS | 2.49000 23908.98| 2.49000 23908.98| 2.49000 23908.98 SODDING, NURSERY | | | 0100 622-52436 8.000 EACH | 31.00000 248.00| 31.00000 248.00| 31.00000 248.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -27 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 622-52436 10.000 EACH | 31.00000 310.00| 31.00000 310.00| 31.00000 310.00 SIGN, DO NOT MOW OR SPRAY , WETLAND | | | 0102 622-91786 280.000 EACH | 7.90000 2212.00| 7.90000 2212.00| 7.90000 2212.00 SEEDLING , TREE AND SHRUB, BARE ROOT | | | 0103 622-91786 880.000 EACH | 7.90000 6952.00| 7.90000 6952.00| 7.90000 6952.00 SEEDLING , TREE AND SHRUB, BARE ROOT, | | | WETLAND | | | 0104 624-92647 3.000 ACRE | 262.00000 786.00| 262.00000 786.00| 262.00000 786.00 HERBICIDE TREATMENT , WETLAND | | | 0105 628-09402 18.000 MOS | 2500.00000 45000.00| 2200.00000 39600.00| 1500.00000 27000.00 FIELD OFFICE, B | | | 0106 628-09407 18.000 MOS | 200.00000 3600.00| 250.00000 4500.00| 200.00000 3600.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0107 701-51195 110.000 LFT | 120.00000 13200.00| 125.00000 13750.00| 83.00000 9130.00 PILE, STEEL H, HP 12" X 53 | | | 0108 701-91792 4.000 EACH | 115.00000 460.00| 150.00000 600.00| 103.00000 412.00 PILE TIP, STEEL H | | | 0109 702-51005 66.600 CYS | 1600.00000 106560.00| 800.00000 53280.00| 1200.00000 79920.00 CONCRETE, A, SUBSTRUCTURE | | | 0110 702-51015 11.500 CYS | 2500.00000 28750.00| 800.00000 9200.00| 1800.00000 20700.00 CONCRETE, B, FOOTINGS | | | 0111 702-51863 100.000 EACH | 25.00000 2500.00| 30.00000 3000.00| 25.00000 2500.00 FIELD DRILLED HOLE IN CONCRETE | | | 0112 702-90915 67.000 CYS | 575.00000 38525.00| 800.00000 53600.00| 590.00000 39530.00 CONCRETE, A | | | 0113 702-94656 19.000 CYS | 770.00000 14630.00| 800.00000 15200.00| 382.00000 7258.00 CONCRETE, B | | | 0114 703-51030 14435.000 LBS | 1.00000 14435.00| 1.00000 14435.00| 0.80000 11548.00 REINFORCING STEEL | | | 0115 703-51032 34248.000 LBS | 1.00000 34248.00| 1.10000 37672.80| 1.00000 34248.00 REINFORCING STEEL, EPOXY COATED | | | 0116 704-09031 152.000 SYS | 145.00000 22040.00| 150.00000 22800.00| 180.00000 27360.00 ARTICULATING CONCRETE MATTRESS | | | 0117 704-51002 59.600 CYS | 1080.00000 64368.00| 1000.00000 59600.00| 724.00000 43150.40 CONCRETE, C, SUPERSTRUCTURE | | | 0118 706-06341 294.000 LFT | 66.07000 19424.58| 82.00000 24108.00| 66.07000 19424.58 RAILING, PF-2 | | | 0119 706-06352 4.000 EACH | 2000.00000 8000.00| 2500.00000 10000.00| 2475.00000 9900.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0120 706-51020 12.600 CYS | 850.00000 10710.00| 800.00000 10080.00| 1400.00000 17640.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -28 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 707-07776 810.000 SFT | 95.00000 76950.00| 110.00000 89100.00| 74.00000 59940.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 21 IN. X 36 IN. | | | 0122 709-51821 LUMP | 3600.00000 3600.00| 2929.00000 2929.00| 8500.00000 8500.00 SURFACE SEAL | | | 0123 714-06279 66.000 LFT | 578.00000 38148.00| 600.00000 39600.00| 418.00000 27588.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 3' | | | 0124 715-01354 230.000 LFT | 11.00000 2530.00| 11.00000 2530.00| 11.00000 2530.00 CLEAN EXISTING PIPE | | | 0125 715-05119 92.000 LFT | 40.00000 3680.00| 35.00000 3220.00| 34.00000 3128.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0126 715-05123 96.000 LFT | 53.00000 5088.00| 45.00000 4320.00| 46.00000 4416.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0127 715-05149 322.000 LFT | 58.00000 18676.00| 75.00000 24150.00| 39.00000 12558.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0128 715-05151 128.000 LFT | 38.00000 4864.00| 45.00000 5760.00| 24.50000 3136.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0129 715-05152 704.000 LFT | 43.00000 30272.00| 40.00000 28160.00| 32.00000 22528.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0130 715-05154 438.000 LFT | 58.00000 25404.00| 75.00000 32850.00| 47.00000 20586.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0131 715-05155 446.000 LFT | 63.00000 28098.00| 75.00000 33450.00| 51.50000 22969.00 PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0132 715-05169 304.000 LFT | 38.00000 11552.00| 40.00000 12160.00| 40.50000 12312.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0133 715-05173 40.000 LFT | 89.00000 3560.00| 50.00000 2000.00| 53.00000 2120.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0134 715-05407 50.000 LFT | 19.00000 950.00| 20.00000 1000.00| 8.00000 400.00 PIPE, END BENT DRAIN, 6 IN. | | | 0135 715-08282 6.000 TON | 223.00000 1338.00| 200.00000 1200.00| 105.00000 630.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0136 715-09064 1876.000 LFT | 1.50000 2814.00| 0.90000 1688.40| 0.90000 1688.40 VIDEO INSPECTION FOR PIPE | | | 0137 715-46000 2.000 EACH | 750.00000 1500.00| 750.00000 1500.00| 675.00000 1350.00 PIPE END SECTION, 12 IN. | | | 0138 715-46005 16.000 EACH | 770.00000 12320.00| 550.00000 8800.00| 690.00000 11040.00 PIPE END SECTION, 15 IN. | | | 0139 715-46020 3.000 EACH | 940.00000 2820.00| 650.00000 1950.00| 870.00000 2610.00 PIPE END SECTION, 24 IN. | | | 0140 715-46025 1.000 EACH | 1050.00000 1050.00| 750.00000 750.00| 1100.00000 1100.00 PIPE END SECTION, 27 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -29 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 716-07633 192.000 LFT | 330.00000 63360.00| 250.00000 48000.00| 268.00000 51456.00 PIPE INSTALLATION, TRENCHLESS, 24 IN. | | | 0142 720-44000 7.000 EACH | 250.00000 1750.00| 750.00000 5250.00| 375.00000 2625.00 CASTING, ADJUST TO GRADE | | | 0143 720-44000 5.000 EACH | 300.00000 1500.00| 750.00000 3750.00| 156.00000 780.00 CASTING, ADJUST TO GRADE , UTILITY VALV | | | 0144 720-45005 1.000 EACH | 1600.00000 1600.00| 2500.00000 2500.00| 1520.00000 1520.00 INLET, A2 | | | 0145 720-45030 1.000 EACH | 1600.00000 1600.00| 2000.00000 2000.00| 1160.00000 1160.00 INLET, E7 | | | 0146 720-45035 5.000 EACH | 1600.00000 8000.00| 2000.00000 10000.00| 1160.00000 5800.00 INLET, F7 | | | 0147 720-45040 1.000 EACH | 2100.00000 2100.00| 2500.00000 2500.00| 1660.00000 1660.00 INLET, G7 | | | 0148 720-45140 7.000 EACH | 2100.00000 14700.00| 2500.00000 17500.00| 1660.00000 11620.00 INLET, G7, MODIFIED | | | 0149 720-45270 2.000 EACH | 970.00000 1940.00| 1500.00000 3000.00| 778.00000 1556.00 PIPE CATCH BASIN, 18 IN. | | | 0150 720-45605 2.000 LFT | 1700.00000 3400.00| 1200.00000 2400.00| 980.00000 1960.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0151 720-98174 6.000 EACH | 2700.00000 16200.00| 3500.00000 21000.00| 2150.00000 12900.00 INLET, B15 | | | 0152 720-98555 3.000 EACH | 2700.00000 8100.00| 3500.00000 10500.00| 2150.00000 6450.00 INLET, C15 | | | 0153 721-43020 1.000 EACH | 3000.00000 3000.00| 4000.00000 4000.00| 1288.00000 1288.00 AUTOMATIC DRAINAGE GATE, 24 IN. | | | 0154 722-51401 10.000 SFT | 156.00000 1560.00| 200.00000 2000.00| 140.00000 1400.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0155 722-51842 545.000 SYS | 107.00000 58315.00| 100.00000 54500.00| 54.00000 29430.00 BRIDGE DECK OVERLAY | | | 0156 722-51846 2.000 CYS | 330.00000 660.00| 330.00000 660.00| 330.00000 660.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0157 722-51852 430.000 SFT | 32.00000 13760.00| 15.00000 6450.00| 108.00000 46440.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0158 722-60824 364.000 SYS | 6.00000 2184.00| 20.00000 7280.00| 7.55000 2748.20 SURFACE MILLING | | | 0159 801-03290 4.000 EACH | 375.00000 1500.00| 145.00000 580.00| 375.00000 1500.00 CONSTRUCTION SIGN, C | | | 0160 801-03291 41.000 EACH | 55.00000 2255.00| 85.00000 3485.00| 55.00000 2255.00 CONSTRUCTION SIGN, D | | | 0161 801-04308 6.000 EACH | 295.00000 1770.00| 300.00000 1800.00| 295.00000 1770.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -30 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 801-06203 1000.000 LFT | 0.28000 280.00| 0.50000 500.00| 0.28000 280.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0163 801-06207 2000.000 LFT | 1.00000 2000.00| 1.00000 2000.00| 1.00000 2000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0164 801-06625 35.000 EACH | 115.00000 4025.00| 95.00000 3325.00| 115.00000 4025.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0165 801-06640 20.000 EACH | 135.00000 2700.00| 115.00000 2300.00| 135.00000 2700.00 CONSTRUCTION SIGN, A | | | 0166 801-06775 LUMP | 26000.00000 26000.00| 38000.00000 38000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0167 801-07119 104.000 LFT | 21.00000 2184.00| 11.95000 1242.80| 21.00000 2184.00 BARRICADE, III-B | | | 0168 802-05701 122.000 LFT | 10.96000 1337.12| 22.00000 2684.00| 10.96000 1337.12 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0169 802-05702 70.000 LFT | 10.49000 734.30| 22.00000 1540.00| 1.26000 88.20 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0170 802-07058 2.000 EACH | 195.00000 390.00| 195.00000 390.00| 195.00000 390.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0171 802-07059 18.000 EACH | 85.00000 1530.00| 74.00000 1332.00| 85.00000 1530.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0172 802-76025 91.000 SFT | 17.00000 1547.00| 28.00000 2548.00| 17.00000 1547.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0173 802-76035 41.000 SFT | 19.00000 779.00| 27.00000 1107.00| 19.00000 779.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0174 802-76055 32.000 LFT | 4.95000 158.40| 17.00000 544.00| 4.95000 158.40 SIGN POST, A | | | 0175 808-06703 15571.000 LFT | 0.40000 6228.40| 0.29000 4515.59| 0.40000 6228.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0176 808-06716 5000.000 LFT | 0.70000 3500.00| 0.35000 1750.00| 0.70000 3500.00 LINE, REMOVE | | | 0177 808-75051 355.000 LFT | 2.26000 802.30| 2.35000 834.25| 2.26000 802.30 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0178 808-75054 355.000 LFT | 2.26000 802.30| 2.35000 834.25| 2.26000 802.30 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0179 808-75240 930.000 LFT | 0.42000 390.60| 0.29000 269.70| 0.42000 390.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -31 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 808-75245 8480.000 LFT | 0.42000 3561.60| 0.29000 2459.20| 0.42000 3561.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0181 808-75278 279.000 LFT | 2.90000 809.10| 2.97000 828.63| 2.90000 809.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0182 808-75297 122.000 LFT | 5.90000 719.80| 5.95000 725.90| 5.90000 719.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0183 808-75320 3.000 EACH | 60.00000 180.00| 65.00000 195.00| 60.00000 180.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0184 808-92027 1335.000 LFT | 0.82000 1094.70| 1.98000 2643.30| 0.82000 1094.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0185 206-51235 LUMP | 15000.00000 15000.00| 35000.00000 35000.00| 38000.00000 38000.00 COFFERDAM | | | SECTION TOTALS | $ 2,928,610.00| $ 2,986,659.37| $ 3,104,889.08 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,928,610.00| $ 2,986,659.37| $ 3,104,889.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -1 VENDOR RANKING CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : AUXILIARY LANES COMPLETION DATE : 10/22/10 LOCATION : ON 6TH STREET FROM US 24 TO RICKEY ROAD PROJECT(S) : 0400505 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 5,674,967.06 100.0000% 2 35-1698047 GRADEX INC $ 5,987,542.86 105.5080% 3 35-1917625 MILESTONE CONTRACTORS LP $ 6,228,724.98 109.7579% 4 35-1111003 WHITE CONSTRUCTION INC $ 6,662,896.00 117.4085% 5 36-2231526 WALSH CONSTR COMPANY $ 6,843,087.56 120.5837% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -2 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 AUXILLARY LANES | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 76000.00000 76000.00| 60000.00000 60000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 280000.00000 280000.00| 299300.00000 299300.00| 248000.00000 248000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 56000.00000 56000.00| 125000.00000 125000.00| 64200.00000 64200.00 CLEARING RIGHT OF WAY | | | 0010 202-02279 1133.000 LFT | 7.25000 8214.25| 3.85000 4362.05| 5.20000 5891.60 CURB AND GUTTER, REMOVE | | | 0011 202-91385 7.000 EACH | 500.00000 3500.00| 380.00000 2660.00| 425.00000 2975.00 INLET, REMOVE | | | 0012 202-96133 4591.000 LFT | 10.00000 45910.00| 13.00000 59683.00| 15.00000 68865.00 PIPE, REMOVE | | | 0013 202-96133 7627.000 LFT | 4.00000 30508.00| 13.00000 99151.00| 16.00000 122032.00 PIPE, REMOVE , WATER LINE REMOVE | | | 0014 203-02000 25566.000 CYS | 7.00000 178962.00| 9.00000 230094.00| 12.00000 306792.00 EXCAVATION, COMMON | | | 0015 205-06931 98.000 TON | 40.00000 3920.00| 30.00000 2940.00| 70.00000 6860.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 41.000 EACH | 85.00000 3485.00| 88.00000 3608.00| 87.00000 3567.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 1840.000 LFT | 1.70000 3128.00| 1.75000 3220.00| 1.75000 3220.00 TEMPORARY SILT FENCE | | | 0018 205-06938 14.000 LFT | 50.00000 700.00| 28.00000 392.00| 65.00000 910.00 TEMPORARY SLOPE DRAIN | | | 0019 207-08263 41837.000 SYS | 2.90000 121327.30| 4.25000 177807.25| 5.50000 230103.50 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -3 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08266 4552.000 SYS | 5.00000 22760.00| 5.45000 24808.40| 8.00000 36416.00 SUBGRADE TREATMENT, TYPE III | | | 0021 207-08267 7104.000 SYS | 7.50000 53280.00| 5.45000 38716.80| 9.00000 63936.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 210-09534 18.000 EACH | 315.00000 5670.00| 325.00000 5850.00| 315.00000 5670.00 PROTECTIVE , BOLLARD | | | 0023 211-09264 7468.000 CYS | 16.00000 119488.00| 20.00000 149360.00| 25.00000 186700.00 STRUCTURE BACKFILL, TYPE 1 | | | 0024 211-09265 1356.000 CYS | 21.00000 28476.00| 27.00000 36612.00| 31.00000 42036.00 STRUCTURE BACKFILL, TYPE 2 | | | 0025 301-07448 400.000 TON | 30.00000 12000.00| 20.00000 8000.00| 23.00000 9200.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 303-08210 169.000 TON | 30.00000 5070.00| 30.00000 5070.00| 6.00000 1014.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0027 304-07489 218.000 TON | 85.00000 18530.00| 158.00000 34444.00| 60.70000 13232.60 HMA PATCHING, TYPE A | | | 0028 304-07492 1720.000 TON | 69.00000 118680.00| 62.50000 107500.00| 70.00000 120400.00 WIDENING WITH HMA, TYPE A | | | 0029 401-07328 2927.000 TON | 82.00000 240014.00| 76.20000 223037.40| 74.00000 216598.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0030 401-07398 4877.000 TON | 65.00000 317005.00| 66.60000 324808.20| 64.70000 315541.90 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0031 401-07424 13026.000 TON | 63.00000 820638.00| 56.75000 739225.50| 55.10000 717732.60 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0032 401-07429 5554.000 TON | 66.00000 366564.00| 67.50000 374895.00| 65.50000 363787.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0033 402-07432 73.000 TON | 230.00000 16790.00| 141.00000 10293.00| 137.00000 10001.00 HMA SURFACE, TYPE A | | | 0034 402-07435 121.000 TON | 230.00000 27830.00| 106.00000 12826.00| 103.00000 12463.00 HMA INTERMEDIATE, TYPE A | | | 0035 406-05520 48.000 TON | 50.00000 2400.00| 597.00000 28656.00| 580.00000 27840.00 ASPHALT FOR TACK COAT | | | 0036 604-07902 126.000 SYS | 175.00000 22050.00| 100.00000 12600.00| 93.00000 11718.00 CURB RAMP, CONCRETE, H | | | 0037 605-06140 13530.000 LFT | 18.00000 243540.00| 13.90000 188067.00| 13.00000 175890.00 CURB AND GUTTER, CONCRETE , MODIFIED | | | 0038 610-07487 63.000 TON | 230.00000 14490.00| 319.00000 20097.00| 310.00000 19530.00 HMA FOR APPROACHES, TYPE B | | | 0039 610-08446 871.000 SYS | 45.00000 39195.00| 47.30000 41198.30| 44.00000 38324.00 PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -4 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 610-09108 5950.000 SYS | 49.00000 291550.00| 52.50000 312375.00| 48.00000 285600.00 PCCP FOR APPROACHES, 9 IN. | | | 0041 611-06497 4.000 EACH | 160.00000 640.00| 165.00000 660.00| 165.00000 660.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH | 180.00000 360.00| 185.00000 370.00| 185.00000 370.00 MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 100.000 EACH | 140.00000 14000.00| 144.00000 14400.00| 144.00000 14400.00 RIGHT OF WAY MARKER | | | 0044 615-06505 53.000 EACH | 500.00000 26500.00| 515.00000 27295.00| 515.00000 27295.00 MONUMENT, B | | | 0045 616-02320 524.000 SYS | 3.00000 1572.00| 2.13000 1116.12| 4.00000 2096.00 GEOTEXTILES | | | 0046 616-05688 196.000 TON | 50.00000 9800.00| 42.00000 8232.00| 47.00000 9212.00 RIPRAP, CLASS 1 | | | 0047 616-06405 320.000 TON | 40.00000 12800.00| 26.00000 8320.00| 23.00000 7360.00 RIPRAP, REVETMENT | | | 0048 621-01004 5.000 EACH | 200.00000 1000.00| 205.00000 1025.00| 206.00000 1030.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 2.200 TON | 1400.00000 3080.00| 1442.00000 3172.40| 1420.00000 3124.00 FERTILIZER | | | 0050 621-06554 643.000 LBS | 6.74000 4333.82| 6.94000 4462.42| 6.90000 4436.70 SEED MIXTURE, U | | | 0051 621-06557 184.000 LBS | 5.35000 984.40| 5.51000 1013.84| 5.50000 1012.00 SEED MIXTURE, T | | | 0052 621-06565 11.000 TON | 400.00000 4400.00| 412.00000 4532.00| 408.00000 4488.00 MULCHING MATERIAL | | | 0053 621-06567 10.000 kGAL | 1.00000 10.00| 1.02000 10.20| 1.03000 10.30 WATER | | | 0054 621-06574 2763.000 SYS | 2.98000 8233.74| 4.15000 11466.45| 6.25000 17268.75 SODDING | | | 0055 628-09403 18.000 MOS | 1400.00000 25200.00| 2000.00000 36000.00| 1800.00000 32400.00 FIELD OFFICE, C | | | 0056 628-09407 36.000 MOS | 100.00000 3600.00| 500.00000 18000.00| 200.00000 7200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0057 702-90915 2.000 CYS | 300.00000 600.00| 640.00000 1280.00| 650.00000 1300.00 CONCRETE, A , SADDLE | | | 0058 714-08514 89.000 SFT | 270.00000 24030.00| 495.00000 44055.00| 800.00000 71200.00 WINGWALL | | | 0059 714-26722 136.000 LFT | 600.00000 81600.00| 788.00000 107168.00| 950.00000 129200.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 10' X 8' | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -5 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 715-05024 2402.000 LFT | 58.00000 139316.00| 68.00000 163336.00| 55.00000 132110.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0061 715-05048 16328.000 LFT | 3.69000 60250.32| 3.98000 64985.44| 4.00000 65312.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0062 715-05121 272.000 LFT | 31.00000 8432.00| 32.00000 8704.00| 34.00000 9248.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0063 715-05133 85.000 LFT | 150.00000 12750.00| 127.00000 10795.00| 134.00000 11390.00 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0064 715-05149 2721.000 LFT | 35.00000 95235.00| 27.00000 73467.00| 35.00000 95235.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0065 715-05151 832.000 LFT | 40.00000 33280.00| 30.00000 24960.00| 32.00000 26624.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0066 715-05152 571.000 LFT | 34.00000 19414.00| 32.00000 18272.00| 28.00000 15988.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0067 715-05154 1558.000 LFT | 44.00000 68552.00| 41.00000 63878.00| 37.00000 57646.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0068 715-05156 1880.000 LFT | 48.00000 90240.00| 52.00000 97760.00| 44.00000 82720.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0069 715-05169 48.000 LFT | 30.00000 1440.00| 43.00000 2064.00| 31.00000 1488.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0070 715-05711 774.000 LFT | 28.00000 21672.00| 35.00000 27090.00| 53.00000 41022.00 PIPE, SANITARY SEWER, 6 IN. | | | 0071 715-05841 2.000 EACH | 1350.00000 2700.00| 1250.00000 2500.00| 2000.00000 4000.00 CONCRETE ANCHOR, 60 IN. | | | 0072 715-07794 15.000 EACH | 7500.00000 112500.00| 9000.00000 135000.00| 5800.00000 87000.00 WATER MAIN CONNECTIONS | | | 0073 715-46005 2.000 EACH | 325.00000 650.00| 600.00000 1200.00| 290.00000 580.00 PIPE END SECTION, 15 IN. | | | 0074 715-46010 4.000 EACH | 340.00000 1360.00| 700.00000 2800.00| 300.00000 1200.00 PIPE END SECTION, 18 IN. | | | 0075 715-46020 1.000 EACH | 700.00000 700.00| 900.00000 900.00| 430.00000 430.00 PIPE END SECTION, 24 IN. | | | 0076 715-46030 2.000 EACH | 830.00000 1660.00| 1100.00000 2200.00| 630.00000 1260.00 PIPE END SECTION, 30 IN. | | | 0077 715-46040 2.000 EACH | 1090.00000 2180.00| 1200.00000 2400.00| 880.00000 1760.00 PIPE END SECTION, 36 IN. | | | 0078 715-91738 411.000 LFT | 50.00000 20550.00| 33.00000 13563.00| 68.00000 27948.00 WATER MAIN, DUCTILE IRON, 6 IN. | | | 0079 715-91739 173.000 LFT | 80.00000 13840.00| 42.00000 7266.00| 98.00000 16954.00 WATER MAIN, DUCTILE IRON, 8 IN. | | | 0080 715-92544 7804.000 LFT | 48.00000 374592.00| 45.00000 351180.00| 55.00000 429220.00 WATER MAIN, DUCTILE IRON, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -6 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 715-94533 10.000 EACH | 1000.00000 10000.00| 1500.00000 15000.00| 2600.00000 26000.00 ADJUST WATER SERVICE LINE,COMMERCIAL | | | 0082 715-94534 4.000 EACH | 1000.00000 4000.00| 1300.00000 5200.00| 3900.00000 15600.00 ADJUST WATER SERVICE LINE,RESIDENTIAL | | | 0083 715-98265 271.000 LFT | 50.00000 13550.00| 31.00000 8401.00| 58.00000 15718.00 WATER MAIN, DUCTILE IRON, 4 IN. | | | 0084 716-07634 271.000 LFT | 375.00000 101625.00| 262.00000 71002.00| 350.00000 94850.00 PIPE INSTALLATION, TRENCHLESS, 30 IN. | | | 0085 716-07635 106.000 LFT | 830.00000 87980.00| 772.00000 81832.00| 750.00000 79500.00 PIPE INSTALLATION, TRENCHLESS, 36 IN. | | | 0086 718-06532 3000.000 LFT | 0.80000 2400.00| 0.88000 2640.00| 0.85000 2550.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0087 718-52610 1469.000 CYS | 35.00000 51415.00| 30.00000 44070.00| 43.00000 63167.00 AGGREGATE FOR UNDERDRAINS | | | 0088 718-99153 17084.000 SYS | 1.35000 23063.40| 0.94000 16058.96| 1.40000 23917.60 GEOTEXTILES FOR UNDERDRAIN | | | 0089 720-01092 18.000 EACH | 2900.00000 52200.00| 2500.00000 45000.00| 3300.00000 59400.00 MANHOLE, J15, MODIFIED | | | 0090 720-08559 4.000 EACH | 12000.00000 48000.00| 9600.00000 38400.00| 11700.00000 46800.00 BEST MANAGEMENT PRACITICES | | | 0091 720-44000 15.000 EACH | 500.00000 7500.00| 700.00000 10500.00| 550.00000 8250.00 CASTING, ADJUST TO GRADE | | | 0092 720-45030 34.000 EACH | 900.00000 30600.00| 1300.00000 44200.00| 1200.00000 40800.00 INLET, E7 | | | 0093 720-45035 6.000 EACH | 900.00000 5400.00| 1300.00000 7800.00| 1300.00000 7800.00 INLET, F7 | | | 0094 720-45041 5.000 EACH | 1800.00000 9000.00| 2100.00000 10500.00| 2300.00000 11500.00 INLET, H5 | | | 0095 720-45410 6.000 EACH | 1400.00000 8400.00| 1700.00000 10200.00| 2000.00000 12000.00 MANHOLE, C4 | | | 0096 720-93501 1.000 EACH | 4650.00000 4650.00| 4700.00000 4700.00| 6600.00000 6600.00 MANHOLE, L4 | | | 0097 720-94612 3.000 EACH | 2900.00000 8700.00| 4400.00000 13200.00| 3500.00000 10500.00 MANHOLE, K4 | | | 0098 720-95422 20.000 EACH | 2000.00000 40000.00| 2900.00000 58000.00| 2850.00000 57000.00 MANHOLE, J4 | | | 0099 720-96999 15.000 EACH | 3850.00000 57750.00| 3350.00000 50250.00| 3900.00000 58500.00 FIRE HYDRANT ASSEMBLY | | | 0100 720-98174 12.000 EACH | 2200.00000 26400.00| 2000.00000 24000.00| 2300.00000 27600.00 INLET, B15 | | | 0101 720-98555 16.000 EACH | 2200.00000 35200.00| 2000.00000 32000.00| 2350.00000 37600.00 INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -7 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 732-01898 74.000 LFT | 50.00000 3700.00| 58.00000 4292.00| 150.00000 11100.00 WATER MAIN, DUCTILE IRON, 10 IN. | | | 0103 732-02433 33.000 EACH | 1985.00000 65505.00| 1825.00000 60225.00| 2000.00000 66000.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0104 732-02531 6.000 EACH | 885.00000 5310.00| 900.00000 5400.00| 980.00000 5880.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON 6 IN. | | | 0105 732-02532 3.000 EACH | 1185.00000 3555.00| 1000.00000 3000.00| 1300.00000 3900.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 8 IN. | | | 0106 732-09197 3.000 EACH | 775.00000 2325.00| 750.00000 2250.00| 880.00000 2640.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 4 IN. | | | 0107 732-09202 1.000 EACH | 1650.00000 1650.00| 1600.00000 1600.00| 1750.00000 1750.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 10 IN. | | | 0108 732-97009 8.000 EACH | 950.00000 7600.00| 1200.00000 9600.00| 500.00000 4000.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0109 801-01506 3.000 EACH | 130.00000 390.00| 215.00000 645.00| 217.00000 651.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0110 801-03290 2.000 EACH | 200.00000 400.00| 230.00000 460.00| 230.00000 460.00 CONSTRUCTION SIGN, C | | | 0111 801-04308 4.000 EACH | 540.00000 2160.00| 385.00000 1540.00| 385.00000 1540.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06203 32070.000 LFT | 0.19000 6093.30| 0.12000 3848.40| 0.12000 3848.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0113 801-06207 32070.000 LFT | 0.90000 28863.00| 1.00000 32070.00| 1.00000 32070.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0114 801-06213 5.000 EACH | 270.00000 1350.00| 335.00000 1675.00| 335.00000 1675.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | 0115 801-06216 12.000 LFT | 3.00000 36.00| 10.00000 120.00| 9.50000 114.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0116 801-06218 24.000 LFT | 6.00000 144.00| 6.00000 144.00| 5.70000 136.80 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0117 801-06625 30.000 EACH | 89.00000 2670.00| 160.00000 4800.00| 160.00000 4800.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -8 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 801-06640 24.000 EACH | 187.00000 4488.00| 180.00000 4320.00| 180.00000 4320.00 CONSTRUCTION SIGN, A | | | 0119 801-06775 LUMP | 20800.00000 20800.00| 71000.00000 71000.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0120 801-07118 108.000 LFT | 12.00000 1296.00| 14.95000 1614.60| 15.00000 1620.00 BARRICADE, III-A | | | 0121 802-05704 300.000 LFT | 18.00000 5400.00| 18.50000 5550.00| 18.50000 5550.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0122 802-07059 7.000 EACH | 50.00000 350.00| 52.00000 364.00| 51.00000 357.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0123 802-07060 22.000 EACH | 125.00000 2750.00| 129.00000 2838.00| 128.00000 2816.00 SIGN, SHEET, RELOCATE | | | 0124 802-07125 39.550 SFT | 21.00000 830.55| 21.65000 856.26| 22.00000 870.10 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.080 IN. | | | 0125 802-76025 179.500 SFT | 14.00000 2513.00| 14.50000 2602.75| 14.50000 2602.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0126 802-76035 70.400 SFT | 16.00000 1126.40| 16.50000 1161.60| 16.50000 1161.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0127 808-04298 4.000 EACH | 350.00000 1400.00| 355.00000 1420.00| 350.00000 1400.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0128 808-06703 723.000 LFT | 0.26000 187.98| 0.31000 224.13| 0.31000 224.13 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0129 808-75240 2910.000 LFT | 0.26000 756.60| 0.31000 902.10| 0.31000 902.10 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0130 808-75245 18250.000 LFT | 0.26000 4745.00| 0.31000 5657.50| 0.31000 5657.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0131 808-75297 291.000 LFT | 4.00000 1164.00| 3.55000 1033.05| 3.55000 1033.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0132 808-75300 213.000 LFT | 1.00000 213.00| 0.98000 208.74| 1.00000 213.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0133 808-75320 40.000 EACH | 65.00000 2600.00| 66.00000 2640.00| 65.00000 2600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -9 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0134 808-75325 35.000 EACH | 80.00000 2800.00| 91.00000 3185.00| 90.00000 3150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0135 808-75998 389.000 EACH | 16.00000 6224.00| 20.00000 7780.00| 20.00000 7780.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 5,674,967.06| $ 5,987,542.86| $ 6,228,724.98 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,674,967.06| $ 5,987,542.86| $ 6,228,724.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -10 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 AUXILLARY LANES | | | 0001 105-06845 LUMP | 54000.00000 54000.00| 340588.63000 340588.63| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 330000.00000 330000.00| 349543.00000 349543.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 68000.00000 68000.00| 69900.00000 69900.00| CLEARING RIGHT OF WAY | | | 0010 202-02279 1133.000 LFT | 4.00000 4532.00| 1.48000 1676.84| CURB AND GUTTER, REMOVE | | | 0011 202-91385 7.000 EACH | 350.00000 2450.00| 126.31000 884.17| INLET, REMOVE | | | 0012 202-96133 4591.000 LFT | 18.00000 82638.00| 9.41000 43201.31| PIPE, REMOVE | | | 0013 202-96133 7627.000 LFT | 12.00000 91524.00| 4.42000 33711.34| PIPE, REMOVE , WATER LINE REMOVE | | | 0014 203-02000 25566.000 CYS | 17.50000 447405.00| 15.00000 383490.00| EXCAVATION, COMMON | | | 0015 205-06931 98.000 TON | 60.00000 5880.00| 64.34000 6305.32| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 41.000 EACH | 90.00000 3690.00| 85.00000 3485.00| TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 1840.000 LFT | 3.50000 6440.00| 4.25000 7820.00| TEMPORARY SILT FENCE | | | 0018 205-06938 14.000 LFT | 120.00000 1680.00| 16.33000 228.62| TEMPORARY SLOPE DRAIN | | | 0019 207-08263 41837.000 SYS | 6.65000 278216.05| 5.41000 226338.17| SUBGRADE TREATMENT, TYPE IA | | | 0020 207-08266 4552.000 SYS | 7.00000 31864.00| 0.29000 1320.08| SUBGRADE TREATMENT, TYPE III | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -11 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 207-08267 7104.000 SYS | 13.00000 92352.00| 7.76000 55127.04| SUBGRADE TREATMENT, TYPE IIIA | | | 0022 210-09534 18.000 EACH | 485.00000 8730.00| 315.00000 5670.00| PROTECTIVE , BOLLARD | | | 0023 211-09264 7468.000 CYS | 18.00000 134424.00| 18.75000 140025.00| STRUCTURE BACKFILL, TYPE 1 | | | 0024 211-09265 1356.000 CYS | 20.00000 27120.00| 25.50000 34578.00| STRUCTURE BACKFILL, TYPE 2 | | | 0025 301-07448 400.000 TON | 23.00000 9200.00| 14.79000 5916.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 303-08210 169.000 TON | 45.00000 7605.00| 21.51000 3635.19| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0027 304-07489 218.000 TON | 165.00000 35970.00| 150.25000 32754.50| HMA PATCHING, TYPE A | | | 0028 304-07492 1720.000 TON | 75.00000 129000.00| 100.25000 172430.00| WIDENING WITH HMA, TYPE A | | | 0029 401-07328 2927.000 TON | 70.00000 204890.00| 68.50000 200499.50| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0030 401-07398 4877.000 TON | 63.00000 307251.00| 61.50000 299935.50| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0031 401-07424 13026.000 TON | 60.00000 781560.00| 57.50000 748995.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0032 401-07429 5554.000 TON | 56.00000 311024.00| 54.50000 302693.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0033 402-07432 73.000 TON | 86.00000 6278.00| 85.50000 6241.50| HMA SURFACE, TYPE A | | | 0034 402-07435 121.000 TON | 74.00000 8954.00| 73.00000 8833.00| HMA INTERMEDIATE, TYPE A | | | 0035 406-05520 48.000 TON | 450.00000 21600.00| 440.00000 21120.00| ASPHALT FOR TACK COAT | | | 0036 604-07902 126.000 SYS | 142.00000 17892.00| 315.00000 39690.00| CURB RAMP, CONCRETE, H | | | 0037 605-06140 13530.000 LFT | 17.00000 230010.00| 12.98000 175619.40| CURB AND GUTTER, CONCRETE , MODIFIED | | | 0038 610-07487 63.000 TON | 340.00000 21420.00| 127.00000 8001.00| HMA FOR APPROACHES, TYPE B | | | 0039 610-08446 871.000 SYS | 46.00000 40066.00| 37.38000 32557.98| PCCP FOR APPROACHES, 6 IN. | | | 0040 610-09108 5950.000 SYS | 59.00000 351050.00| 47.89000 284945.50| PCCP FOR APPROACHES, 9 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -12 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 611-06497 4.000 EACH | 205.00000 820.00| 160.00000 640.00| MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH | 238.00000 476.00| 180.00000 360.00| MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 100.000 EACH | 129.00000 12900.00| 140.00000 14000.00| RIGHT OF WAY MARKER | | | 0044 615-06505 53.000 EACH | 672.00000 35616.00| 500.00000 26500.00| MONUMENT, B | | | 0045 616-02320 524.000 SYS | 2.70000 1414.80| 1.26000 660.24| GEOTEXTILES | | | 0046 616-05688 196.000 TON | 38.00000 7448.00| 28.44000 5574.24| RIPRAP, CLASS 1 | | | 0047 616-06405 320.000 TON | 35.00000 11200.00| 22.19000 7100.80| RIPRAP, REVETMENT | | | 0048 621-01004 5.000 EACH | 205.00000 1025.00| 200.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 2.200 TON | 1420.00000 3124.00| 1400.00000 3080.00| FERTILIZER | | | 0050 621-06554 643.000 LBS | 7.00000 4501.00| 6.74000 4333.82| SEED MIXTURE, U | | | 0051 621-06557 184.000 LBS | 6.00000 1104.00| 5.35000 984.40| SEED MIXTURE, T | | | 0052 621-06565 11.000 TON | 410.00000 4510.00| 400.00000 4400.00| MULCHING MATERIAL | | | 0053 621-06567 10.000 kGAL | 1.45000 14.50| 1.00000 10.00| WATER | | | 0054 621-06574 2763.000 SYS | 3.20000 8841.60| 2.98000 8233.74| SODDING | | | 0055 628-09403 18.000 MOS | 1700.00000 30600.00| 2500.00000 45000.00| FIELD OFFICE, C | | | 0056 628-09407 36.000 MOS | 498.00000 17928.00| 200.00000 7200.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0057 702-90915 2.000 CYS | 710.00000 1420.00| 629.05000 1258.10| CONCRETE, A , SADDLE | | | 0058 714-08514 89.000 SFT | 650.00000 57850.00| 602.26000 53601.14| WINGWALL | | | 0059 714-26722 136.000 LFT | 922.00000 125392.00| 731.44000 99475.84| CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 10' X 8' | | | 0060 715-05024 2402.000 LFT | 51.00000 122502.00| 66.83000 160525.66| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -13 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05048 16328.000 LFT | 3.20000 52249.60| 4.28000 69883.84| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0062 715-05121 272.000 LFT | 32.00000 8704.00| 34.21000 9305.12| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0063 715-05133 85.000 LFT | 115.00000 9775.00| 127.80000 10863.00| PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0064 715-05149 2721.000 LFT | 35.00000 95235.00| 26.87000 73113.27| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0065 715-05151 832.000 LFT | 29.00000 24128.00| 28.92000 24061.44| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0066 715-05152 571.000 LFT | 32.00000 18272.00| 34.98000 19973.58| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0067 715-05154 1558.000 LFT | 38.00000 59204.00| 40.95000 63800.10| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0068 715-05156 1880.000 LFT | 44.00000 82720.00| 48.98000 92082.40| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0069 715-05169 48.000 LFT | 29.00000 1392.00| 31.93000 1532.64| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0070 715-05711 774.000 LFT | 45.00000 34830.00| 33.25000 25735.50| PIPE, SANITARY SEWER, 6 IN. | | | 0071 715-05841 2.000 EACH | 2950.00000 5900.00| 2600.00000 5200.00| CONCRETE ANCHOR, 60 IN. | | | 0072 715-07794 15.000 EACH | 14500.00000 217500.00| 8500.00000 127500.00| WATER MAIN CONNECTIONS | | | 0073 715-46005 2.000 EACH | 595.00000 1190.00| 240.29000 480.58| PIPE END SECTION, 15 IN. | | | 0074 715-46010 4.000 EACH | 635.00000 2540.00| 263.28000 1053.12| PIPE END SECTION, 18 IN. | | | 0075 715-46020 1.000 EACH | 710.00000 710.00| 474.53000 474.53| PIPE END SECTION, 24 IN. | | | 0076 715-46030 2.000 EACH | 810.00000 1620.00| 572.93000 1145.86| PIPE END SECTION, 30 IN. | | | 0077 715-46040 2.000 EACH | 1100.00000 2200.00| 860.07000 1720.14| PIPE END SECTION, 36 IN. | | | 0078 715-91738 411.000 LFT | 38.00000 15618.00| 82.00000 33702.00| WATER MAIN, DUCTILE IRON, 6 IN. | | | 0079 715-91739 173.000 LFT | 49.00000 8477.00| 88.25000 15267.25| WATER MAIN, DUCTILE IRON, 8 IN. | | | 0080 715-92544 7804.000 LFT | 50.00000 390200.00| 87.00000 678948.00| WATER MAIN, DUCTILE IRON, 12 IN. | | | 0081 715-94533 10.000 EACH | 1710.00000 17100.00| 1450.00000 14500.00| ADJUST WATER SERVICE LINE,COMMERCIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -14 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 715-94534 4.000 EACH | 2920.00000 11680.00| 2300.00000 9200.00| ADJUST WATER SERVICE LINE,RESIDENTIAL | | | 0083 715-98265 271.000 LFT | 36.00000 9756.00| 80.25000 21747.75| WATER MAIN, DUCTILE IRON, 4 IN. | | | 0084 716-07634 271.000 LFT | 498.00000 134958.00| 550.00000 149050.00| PIPE INSTALLATION, TRENCHLESS, 30 IN. | | | 0085 716-07635 106.000 LFT | 948.00000 100488.00| 827.33000 87696.98| PIPE INSTALLATION, TRENCHLESS, 36 IN. | | | 0086 718-06532 3000.000 LFT | 1.50000 4500.00| 0.80000 2400.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0087 718-52610 1469.000 CYS | 38.00000 55822.00| 29.18000 42865.42| AGGREGATE FOR UNDERDRAINS | | | 0088 718-99153 17084.000 SYS | 2.00000 34168.00| 1.12000 19134.08| GEOTEXTILES FOR UNDERDRAIN | | | 0089 720-01092 18.000 EACH | 3750.00000 67500.00| 2861.40000 51505.20| MANHOLE, J15, MODIFIED | | | 0090 720-08559 4.000 EACH | 15600.00000 62400.00| 25000.00000 100000.00| BEST MANAGEMENT PRACITICES | | | 0091 720-44000 15.000 EACH | 330.00000 4950.00| 387.06000 5805.90| CASTING, ADJUST TO GRADE | | | 0092 720-45030 34.000 EACH | 1100.00000 37400.00| 1521.46000 51729.64| INLET, E7 | | | 0093 720-45035 6.000 EACH | 1100.00000 6600.00| 1600.46000 9602.76| INLET, F7 | | | 0094 720-45041 5.000 EACH | 1350.00000 6750.00| 3456.92000 17284.60| INLET, H5 | | | 0095 720-45410 6.000 EACH | 1820.00000 10920.00| 2792.42000 16754.52| MANHOLE, C4 | | | 0096 720-93501 1.000 EACH | 4800.00000 4800.00| 7095.65000 7095.65| MANHOLE, L4 | | | 0097 720-94612 3.000 EACH | 3500.00000 10500.00| 3458.69000 10376.07| MANHOLE, K4 | | | 0098 720-95422 20.000 EACH | 3200.00000 64000.00| 2976.69000 59533.80| MANHOLE, J4 | | | 0099 720-96999 15.000 EACH | 3500.00000 52500.00| 2953.17000 44297.55| FIRE HYDRANT ASSEMBLY | | | 0100 720-98174 12.000 EACH | 1720.00000 20640.00| 2242.46000 26909.52| INLET, B15 | | | 0101 720-98555 16.000 EACH | 1920.00000 30720.00| 2296.46000 36743.36| INLET, C15 | | | 0102 732-01898 74.000 LFT | 64.00000 4736.00| 98.64000 7299.36| WATER MAIN, DUCTILE IRON, 10 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -15 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 732-02433 33.000 EACH | 2200.00000 72600.00| 1679.85000 55435.05| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0104 732-02531 6.000 EACH | 1350.00000 8100.00| 724.64000 4347.84| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON 6 IN. | | | 0105 732-02532 3.000 EACH | 1420.00000 4260.00| 998.97000 2996.91| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 8 IN. | | | 0106 732-09197 3.000 EACH | 1200.00000 3600.00| 628.26000 1884.78| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 4 IN. | | | 0107 732-09202 1.000 EACH | 2100.00000 2100.00| 1431.87000 1431.87| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 10 IN. | | | 0108 732-97009 8.000 EACH | 420.00000 3360.00| 331.21000 2649.68| FIRE HYDRANT ASSEMBLY, REMOVE | | | 0109 801-01506 3.000 EACH | 145.00000 435.00| 210.00000 630.00| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0110 801-03290 2.000 EACH | 210.00000 420.00| 225.00000 450.00| CONSTRUCTION SIGN, C | | | 0111 801-04308 4.000 EACH | 550.00000 2200.00| 375.00000 1500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06203 32070.000 LFT | 0.22000 7055.40| 0.12000 3848.40| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0113 801-06207 32070.000 LFT | 1.20000 38484.00| 0.97000 31107.90| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0114 801-06213 5.000 EACH | 280.00000 1400.00| 325.00000 1625.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | 0115 801-06216 12.000 LFT | 4.00000 48.00| 9.00000 108.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0116 801-06218 24.000 LFT | 7.00000 168.00| 5.50000 132.00| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0117 801-06625 30.000 EACH | 92.00000 2760.00| 155.00000 4650.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0118 801-06640 24.000 EACH | 190.00000 4560.00| 175.00000 4200.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -16 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 801-06775 LUMP | 88320.18000 88320.18| 150000.00000 150000.00| MAINTAINING TRAFFIC | | | 0120 801-07118 108.000 LFT | 14.00000 1512.00| 14.50000 1566.00| BARRICADE, III-A | | | 0121 802-05704 300.000 LFT | 12.00000 3600.00| 18.00000 5400.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0122 802-07059 7.000 EACH | 35.00000 245.00| 50.00000 350.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0123 802-07060 22.000 EACH | 54.00000 1188.00| 125.00000 2750.00| SIGN, SHEET, RELOCATE | | | 0124 802-07125 39.550 SFT | 34.00000 1344.70| 21.00000 830.55| SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.080 IN. | | | 0125 802-76025 179.500 SFT | 16.00000 2872.00| 14.00000 2513.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0126 802-76035 70.400 SFT | 26.00000 1830.40| 16.00000 1126.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0127 808-04298 4.000 EACH | 420.00000 1680.00| 345.00000 1380.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0128 808-06703 723.000 LFT | 0.29000 209.67| 0.30000 216.90| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0129 808-75240 2910.000 LFT | 0.29000 843.90| 0.30000 873.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0130 808-75245 18250.000 LFT | 0.29000 5292.50| 0.30000 5475.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0131 808-75297 291.000 LFT | 4.10000 1193.10| 3.45000 1003.95| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0132 808-75300 213.000 LFT | 1.20000 255.60| 0.96000 204.48| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0133 808-75320 40.000 EACH | 67.00000 2680.00| 64.00000 2560.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0134 808-75325 35.000 EACH | 83.00000 2905.00| 88.00000 3080.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -17 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 808-75998 389.000 EACH | 17.00000 6613.00| 19.75000 7682.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 6,662,896.00| $ 6,843,087.56| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,662,896.00| $ 6,843,087.56| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -1 VENDOR RANKING CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ROAD REHABILITATION COMPLETION DATE : 11/07/11 LOCATION : ON HANNA AVENUE FROM JUNCTION OF EAST STREET TO JUNCTION PROJECT(S) : 0500871 OF CARSON AVENUE 0600735 9949093 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 7,588,998.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 7,828,000.00 103.1493% 3 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 8,003,223.51 105.4582% 4 35-1139301 E & B PAVING INC $ 8,470,000.00 111.6089% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -2 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 40000.00000 40000.00| 74500.00000 74500.00| 23613.73000 23613.73 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 260900.00000 260900.00| 360727.21000 360727.21| 99876.65000 99876.65 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 224800.00000 224800.00| 95000.00000 95000.00| 41738.46000 41738.46 CLEARING RIGHT OF WAY | | | 0011 202-01300 4.000 EACH | 2398.00000 9592.00| 2398.00000 9592.00| 2671.03000 10684.12 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-02240 34739.000 SYS | 4.00000 138956.00| 5.55000 192801.45| 4.96000 172305.44 PAVEMENT REMOVAL | | | 0013 202-02274 12768.000 LFT | 2.30000 29366.40| 3.50000 44688.00| 6.20000 79161.60 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0014 202-03875 11.000 EACH | 300.00000 3300.00| 400.00000 4400.00| 295.62000 3251.82 CONCRETE STEPS, REMOVE | | | 0015 202-04089 36.000 EACH | 30.00000 1080.00| 30.00000 1080.00| 33.42000 1203.12 SIGN, SHEET, REMOVE | | | 0016 202-05545 47.000 CYS | 50.00000 2350.00| 50.00000 2350.00| 49.01000 2303.47 REGULATED MATERIALS, DISPOSE, C | | | 0017 202-05550 47.000 CYS | 34.00000 1598.00| 34.00000 1598.00| 22.28000 1047.16 REGULATED MATERIALS, REMOVE, C | | | 0018 202-05555 47.000 CYS | 16.00000 752.00| 16.00000 752.00| 8.21000 385.87 REGULATED MATERIALS, TRANSPORT, C | | | 0019 202-07603 10.000 EACH | 325.00000 3250.00| 325.00000 3250.00| 1225.24000 12252.40 TESTING FOR WASTE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -3 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-51133 74.000 LFT | 10.00000 740.00| 40.00000 2960.00| 4.99000 369.26 RAILING, REMOVE | | | 0021 202-52710 7775.000 SYS | 3.75000 29156.25| 3.00000 23325.00| 6.18000 48049.50 SIDEWALK, CONCRETE, REMOVE | | | 0022 203-02000 6833.000 CYS | 36.00000 245988.00| 20.00000 136660.00| 13.19000 90127.27 EXCAVATION, COMMON | | | 0023 203-02020 2441.000 CYS | 5.00000 12205.00| 9.00000 21969.00| 13.29000 32440.89 EXCAVATION, UNCLASSIFIED | | | 0024 203-02070 1010.000 CYS | 0.50000 505.00| 1.00000 1010.00| 10.29000 10392.90 BORROW | | | 0026 205-04948 LUMP | 1200.00000 1200.00| 2500.00000 2500.00| 3174.62000 3174.62 TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | | 0027 205-08451 1.000 EACH | 165000.00000 165000.00| 240000.00000 240000.00| 252878.77000 252878.77 DETENTION | | | 0028 207-08267 2486.000 SYS | 16.00000 39776.00| 5.50000 13673.00| 10.08000 25058.88 SUBGRADE TREATMENT, TYPE IIIA | | | 0029 207-08268 37828.000 SYS | 10.50000 397194.00| 9.30000 351800.40| 10.87000 411190.36 SUBGRADE TREATMENT, TYPE IV | | | 0030 210-05106 72.000 EACH | 475.00000 34200.00| 475.00000 34200.00| 529.08000 38093.76 CONCRETE , ARCHITECTURAL PRECAST, CURB, | | | CURVED | | | 0031 210-05106 54.000 EACH | 450.00000 24300.00| 450.00000 24300.00| 501.23000 27066.42 CONCRETE , ARCHITECTURAL PRECAST, CURB, | | | STRAIGHT | | | 0032 210-05106 11.000 EACH | 3500.00000 38500.00| 3500.00000 38500.00| 3898.49000 42883.39 CONCRETE , ARCHITECTURAL PRECAST, URN | | | 0034 213-09269 9.100 CYS | 150.00000 1365.00| 50.00000 455.00| 40.10000 364.91 FLOWABLE BACKFILL, NON-REMOVABLE , | | | MODIFIED | | | 0035 213-09269 11396.000 CYS | 45.00000 512820.00| 42.50000 484330.00| 40.10000 456979.60 FLOWABLE BACKFILL, NON-REMOVABLE , | | | ROADWAY QUANTITY - 10,855 CYS | | | 0036 301-07448 1547.350 TON | 17.00000 26304.95| 32.00000 49515.20| 18.90000 29244.92 COMPACTED AGGREGATE, NO. 53, BASE | | | 0037 303-01180 1441.000 TON | 17.00000 24497.00| 32.00000 46112.00| 21.98000 31673.18 COMPACTED AGGREGATE, NO. 53 | | | 0038 303-04489 250.000 TON | 25.00000 6250.00| 40.00000 10000.00| 22.44000 5610.00 COMPACTED CRUSHED AGGREGATE, 8 | | | 0039 303-08210 75.000 TON | 30.00000 2250.00| 50.00000 3750.00| 18.41000 1380.75 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0040 306-08034 9751.000 SYS | 0.83000 8093.33| 1.40000 13651.40| 1.19000 11603.69 MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -4 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 306-08041 741.000 SYS | 3.00000 2223.00| 3.30000 2445.30| 5.16000 3823.56 MILLING, PCCP | | | 0042 306-08043 1594.000 SYS | 1.57000 2502.58| 0.90000 1434.60| 2.39000 3809.66 MILLING, TRANSITION | | | 0043 401-07327 4159.000 TON | 57.00000 237063.00| 62.00000 257858.00| 72.62000 302026.58 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0044 401-07378 7434.000 TON | 45.00000 334530.00| 52.00000 386568.00| 56.81000 422325.54 QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0045 401-07407 13272.000 TON | 45.00000 597240.00| 46.00000 610512.00| 50.74000 673421.28 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0046 401-07429 6280.000 TON | 48.00000 301440.00| 51.00000 320280.00| 56.81000 356766.80 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0047 406-05521 178108.000 SYS | 0.10000 17810.80| 0.11000 19591.88| 0.09000 16029.72 ASPHALT FOR TACK COAT | | | 0048 506-06333 1741.000 SYS | 85.00000 147985.00| 71.00000 123611.00| 45.09000 78501.69 PCCP PATCHING, FULL DEPTH | | | 0049 603-03398 12.000 LFT | 30.00000 360.00| 30.00000 360.00| 30.80000 369.60 FENCE, RELOCATE | | | 0050 603-97461 5766.000 LFT | 1.50000 8649.00| 6.50000 37479.00| 1.30000 7495.80 TEMPORARY FENCE | | | 0055 604-06070 4265.950 SYS | 31.00000 132244.45| 35.00000 149308.25| 35.64000 152038.46 SIDEWALK, CONCRETE , 4" MODIFIED | | | 0056 604-07896 62.000 SYS | 98.00000 6076.00| 90.00000 5580.00| 172.65000 10704.30 CURB RAMP, CONCRETE, B | | | 0057 604-07897 206.000 SYS | 128.00000 26368.00| 90.00000 18540.00| 172.65000 35565.90 CURB RAMP, CONCRETE, C | | | 0058 604-07902 147.000 SYS | 131.00000 19257.00| 90.00000 13230.00| 172.65000 25379.55 CURB RAMP, CONCRETE, H | | | 0059 604-07903 324.000 SYS | 93.00000 30132.00| 90.00000 29160.00| 172.65000 55938.60 CURB RAMP, CONCRETE, K | | | 0060 604-44251 2.700 CYS | 750.00000 2025.00| 1000.00000 2700.00| 1336.63000 3608.90 STEPS, CONCRETE | | | 0061 604-91531 3889.000 SYS | 27.00000 105003.00| 31.00000 120559.00| 42.10000 163726.90 SIDEWALK, CONCRETE, 4 IN. | | | 0062 605-01870 3602.000 LFT | 14.00000 50428.00| 12.00000 43224.00| 21.89000 78847.78 CURB, CONCRETE, A | | | 0063 605-06155 15437.000 LFT | 10.00000 154370.00| 12.00000 185244.00| 16.69000 257643.53 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0064 605-06255 426.000 SYS | 52.00000 22152.00| 64.00000 27264.00| 67.39000 28708.14 CENTER CURB, D, CONCRETE | | | 0065 610-07486 107.000 TON | 75.00000 8025.00| 115.00000 12305.00| 122.52000 13109.64 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -5 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 610-08446 737.000 SYS | 37.00000 27269.00| 42.00000 30954.00| 50.89000 37505.93 PCCP FOR APPROACHES, 6 IN. | | | 0067 610-09108 1861.000 SYS | 47.00000 87467.00| 48.00000 89328.00| 63.37000 117931.57 PCCP FOR APPROACHES, 9 IN. | | | 0069 611-06497 4.000 EACH | 185.00000 740.00| 185.00000 740.00| 196.50000 786.00 MAILBOX ASSEMBLY, SINGLE | | | 0070 612-04315 5.000 TON | 3000.00000 15000.00| 3000.00000 15000.00| 3341.56000 16707.80 ASPHALT MATERIAL FOR UNDERSEAL | | | 0071 612-05081 1.000 EACH | 9300.00000 9300.00| 9300.00000 9300.00| 10358.85000 10358.85 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0072 612-60410 96.000 EACH | 30.00000 2880.00| 30.00000 2880.00| 33.42000 3208.32 DRILLED HOLE FOR UNDERSEAL | | | 0073 614-06482 240.000 SYS | 58.00000 13920.00| 120.00000 28800.00| 328.59000 78861.60 HEADER, CEMENT CONCRETE, D | | | 0074 615-06490 74.000 EACH | 122.00000 9028.00| 122.00000 9028.00| 135.89000 10055.86 RIGHT OF WAY MARKER | | | 0075 615-06500 5.000 EACH | 575.00000 2875.00| 575.00000 2875.00| 640.47000 3202.35 MONUMENT, A | | | 0076 615-06505 2.000 EACH | 715.00000 1430.00| 715.00000 1430.00| 796.41000 1592.82 MONUMENT, B | | | 0077 615-06527 2.000 EACH | 520.00000 1040.00| 520.00000 1040.00| 579.21000 1158.42 MONUMENT, SECTION CORNER | | | 0078 621-01004 6.000 EACH | 150.00000 900.00| 150.00000 900.00| 167.08000 1002.48 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-02363 15466.000 SYS | 0.22000 3402.52| 0.22000 3402.52| 0.25000 3866.50 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0080 621-06567 112.000 kGAL | 1.00000 112.00| 1.00000 112.00| 1.11000 124.32 WATER | | | 0081 621-06570 1931.000 CYS | 25.00000 48275.00| 12.00000 23172.00| 43.44000 83882.64 TOP SOIL | | | 0082 621-06574 6395.000 SYS | 2.55000 16307.25| 3.20000 20464.00| 2.84000 18161.80 SODDING | | | 0087 622-05650 59.000 EACH | 328.00000 19352.00| 328.00000 19352.00| 365.34000 21555.06 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0090 628-09403 27.000 MOS | 1500.00000 40500.00| 2600.00000 70200.00| 1384.16000 37372.32 FIELD OFFICE, C | | | 0091 702-51005 121.960 CYS | 500.00000 60980.00| 350.00000 42686.00| 382.09000 46599.70 CONCRETE, A, SUBSTRUCTURE | | | 0092 702-51863 6.000 EACH | 65.00000 390.00| 100.00000 600.00| 81.37000 488.22 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -6 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 703-06029 6461.000 LBS | 1.20000 7753.20| 1.70000 10983.70| 1.10000 7107.10 REINFORCING BARS, EPOXY COATED | | | 0094 706-01268 361.000 LFT | 180.00000 64980.00| 180.00000 64980.00| 200.49000 72376.89 HANDRAIL, ALUMINUM , ORNAMENTAL, TYPE 1 | | | 0095 706-01268 295.000 LFT | 180.00000 53100.00| 180.00000 53100.00| 200.49000 59144.55 HANDRAIL, ALUMINUM , ORNAMENTAL, TYPE 2 | | | 0096 714-93641 550.000 LFT | 249.00000 136950.00| 203.00000 111650.00| 199.41000 109675.50 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 4' X 3' | | | 0097 714-93978 89.000 LFT | 218.00000 19402.00| 203.00000 18067.00| 241.85000 21524.65 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 4' X 2' | | | 0098 715-05024 504.000 LFT | 56.00000 28224.00| 65.00000 32760.00| 70.20000 35380.80 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0099 715-05048 19377.000 LFT | 4.44000 86033.88| 3.65000 70726.05| 4.05000 78476.85 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0100 715-05149 4361.000 LFT | 29.00000 126469.00| 26.00000 113386.00| 25.44000 110943.84 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0101 715-05151 1063.000 LFT | 29.00000 30827.00| 29.00000 30827.00| 27.48000 29211.24 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0102 715-05152 441.000 LFT | 37.50000 16537.50| 31.00000 13671.00| 32.34000 14261.94 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0103 715-05154 2432.000 LFT | 47.61000 115787.52| 50.00000 121600.00| 45.08000 109634.56 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0104 715-05156 204.000 LFT | 46.50000 9486.00| 56.00000 11424.00| 68.37000 13947.48 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0105 715-05159 1222.000 LFT | 65.76000 80358.72| 75.00000 91650.00| 83.07000 101511.54 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0106 715-05163 806.000 LFT | 127.00000 102362.00| 115.00000 92690.00| 149.22000 120271.32 PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0107 715-05361 39.000 LFT | 73.00000 2847.00| 78.00000 3042.00| 75.63000 2949.57 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0108 715-05408 1016.000 LFT | 31.00000 31496.00| 42.00000 42672.00| 45.49000 46217.84 PIPE, SANITARY SEWER, 8 IN. | | | 0109 715-08283 3668.700 SYS | 45.00000 165091.50| 50.00000 183435.00| 26.06000 95606.32 PCCP FOR STRUCTURE INSTALLATION | | | 0110 715-08305 404.000 TON | 80.00000 32320.00| 85.00000 34340.00| 155.94000 62999.76 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0111 715-91361 1730.000 LFT | 10.80000 18684.00| 37.00000 64010.00| 21.32000 36883.60 PIPE, PVC, 6 IN. | | | 0112 715-91361 238.000 LFT | 44.00000 10472.00| 39.00000 9282.00| 50.09000 11921.42 PIPE, PVC, 6 IN. , SDR-26 SANITARY | | | SEWER PIPE, LATERAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -7 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 718-06526 557.000 TON | 52.00000 28964.00| 65.00000 36205.00| 66.83000 37224.31 HMA FOR UNDERDRAINS | | | 0114 718-06532 3000.000 LFT | 0.90000 2700.00| 1.00000 3000.00| 0.84000 2520.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0115 718-52610 1888.000 CYS | 39.15000 73915.20| 25.00000 47200.00| 24.62000 46482.56 AGGREGATE FOR UNDERDRAINS | | | 0116 718-99153 7604.000 SYS | 1.75000 13307.00| 0.90000 6843.60| 1.45000 11025.80 GEOTEXTILES FOR UNDERDRAIN | | | 0117 720-01092 6.000 EACH | 3105.00000 18630.00| 4000.00000 24000.00| 3188.92000 19133.52 MANHOLE, J15, MODIFIED | | | 0118 720-01894 1.000 EACH | 1023.00000 1023.00| 1000.00000 1000.00| 278.71000 278.71 CASTING, FURNISH AND ADJUST TO GRADE | | | 0119 720-03194 2.000 EACH | 7463.00000 14926.00| 5000.00000 10000.00| 8188.98000 16377.96 MANHOLE | | | 0120 720-04682 1.000 EACH | 2020.00000 2020.00| 1450.00000 1450.00| 3497.26000 3497.26 INLET, | | | 0121 720-07301 23.000 EACH | 1355.00000 31165.00| 1900.00000 43700.00| 971.30000 22339.90 INLET TYPE HA | | | 0122 720-08241 2.000 EACH | 4166.00000 8332.00| 3500.00000 7000.00| 6960.86000 13921.72 MANHOLE, K15, MODIFIED | | | 0123 720-44000 33.000 EACH | 402.00000 13266.00| 650.00000 21450.00| 377.66000 12462.78 CASTING, ADJUST TO GRADE | | | 0124 720-45045 24.000 EACH | 1514.00000 36336.00| 1230.00000 29520.00| 1187.00000 28488.00 INLET, J10 | | | 0125 720-45250 1.000 EACH | 1600.00000 1600.00| 1350.00000 1350.00| 1274.99000 1274.99 CATCH BASIN, K10 | | | 0126 720-45260 10.000 EACH | 1330.00000 13300.00| 1200.00000 12000.00| 658.77000 6587.70 PIPE CATCH BASIN, 12 IN. | | | 0127 720-45410 37.000 EACH | 1975.00000 73075.00| 1600.00000 59200.00| 1767.63000 65402.31 MANHOLE, C4 | | | 0128 720-45510 6.000 EACH | 1985.00000 11910.00| 1800.00000 10800.00| 2026.65000 12159.90 MANHOLE, C4, MODIFIED | | | 0129 720-94612 23.000 EACH | 3300.00000 75900.00| 3050.00000 70150.00| 3315.83000 76264.09 MANHOLE, K4 | | | 0130 720-95335 7.000 EACH | 8800.00000 61600.00| 6500.00000 45500.00| 9020.88000 63146.16 MANHOLE, M4 | | | 0131 720-95422 11.000 EACH | 2897.00000 31867.00| 2350.00000 25850.00| 2543.49000 27978.39 MANHOLE, J4 | | | 0132 720-98174 65.000 EACH | 1950.00000 126750.00| 1700.00000 110500.00| 1634.46000 106239.90 INLET, B15 | | | 0133 720-98363 1.000 EACH | 2300.00000 2300.00| 1950.00000 1950.00| 1390.58000 1390.58 CATCH BASIN, MODIFIED , CATCH BASIN, S1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -8 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0134 720-98555 27.000 EACH | 1988.00000 53676.00| 1725.00000 46575.00| 1799.72000 48592.44 INLET, C15 | | | 0135 722-01807 500.000 SYS | 18.00000 9000.00| 18.00000 9000.00| 16.98000 8490.00 MEMBRANE WATERPROOFING | | | 0136 732-04985 5.000 EACH | 14700.00000 73500.00| 13500.00000 67500.00| 21275.15000 106375.75 VAULT , VAULT, STORMWATER TREATMENT | | | 0137 732-08421 4.000 SYS | 288.00000 1152.00| 240.00000 960.00| 300.74000 1202.96 MODULAR BLOCK WALL ERECTION | | | 0138 801-02595 8.000 EACH | 185.00000 1480.00| 185.00000 1480.00| 206.06000 1648.48 CONTROLLER, RESET TIMING | | | 0139 801-03290 7.000 EACH | 295.00000 2065.00| 295.00000 2065.00| 325.25000 2276.75 CONSTRUCTION SIGN, C | | | 0140 801-04308 22.000 EACH | 495.00000 10890.00| 495.00000 10890.00| 989.10000 21760.20 ROAD CLOSURE SIGN ASSEMBLY | | | 0141 801-06203 19682.000 LFT | 0.14000 2755.48| 0.14000 2755.48| 0.37000 7282.34 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0142 801-06207 36431.000 LFT | 0.95000 34609.45| 0.95000 34609.45| 0.84000 30602.04 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0143 801-06216 109.000 LFT | 1.50000 163.50| 1.50000 163.50| 4.46000 486.14 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0144 801-06218 177.000 LFT | 5.70000 1008.90| 5.70000 1008.90| 8.91000 1577.07 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0145 801-06539 LUMP | 2284.00000 2284.00| 2284.00000 2284.00| 2544.04000 2544.04 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0146 801-06640 35.000 EACH | 225.00000 7875.00| 225.00000 7875.00| 287.37000 10057.95 CONSTRUCTION SIGN, A | | | 0147 801-06645 66.000 EACH | 120.00000 7920.00| 120.00000 7920.00| 56.81000 3749.46 CONSTRUCTION SIGN, B | | | 0148 801-06710 450.000 DAY | 10.00000 4500.00| 10.00000 4500.00| 14.99000 6745.50 FLASHING ARROW SIGN | | | 0149 801-06775 LUMP | 47383.57000 47383.57| 130000.00000 130000.00| 74002.10000 74002.10 MAINTAINING TRAFFIC | | | 0150 801-07118 480.000 LFT | 16.00000 7680.00| 16.00000 7680.00| 24.50000 11760.00 BARRICADE, III-A | | | 0151 801-08401 647.000 LFT | 18.84000 12189.48| 30.00000 19410.00| 55.56000 35947.32 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0152 802-02475 23.000 EACH | 35.00000 805.00| 35.00000 805.00| 38.99000 896.77 SIGN, PANEL, REMOVE AND RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -9 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0153 802-05701 638.000 LFT | 11.50000 7337.00| 11.50000 7337.00| 12.81000 8172.78 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0154 802-76035 420.370 SFT | 17.00000 7146.29| 17.00000 7146.29| 18.94000 7961.81 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0155 805-01815 4.000 EACH | 2210.00000 8840.00| 2210.00000 8840.00| 2461.62000 9846.48 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0156 805-01816 16.000 EACH | 884.00000 14144.00| 884.00000 14144.00| 984.65000 15754.40 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0157 805-01842 28.000 EACH | 810.00000 22680.00| 810.00000 22680.00| 902.22000 25262.16 HANDHOLE, SIGNAL | | | 0158 805-02152 32.000 EACH | 630.00000 20160.00| 630.00000 20160.00| 701.73000 22455.36 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0159 805-02658 2464.800 LFT | 2.10000 5176.08| 2.10000 5176.08| 2.34000 5767.63 CABLE, COAXIAL | | | 0161 805-06592 3168.900 LFT | 12.00000 38026.80| 12.00000 38026.80| 13.37000 42368.19 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0162 805-08465 1.000 EACH | 438.00000 438.00| 438.00000 438.00| 487.87000 487.87 RADIO ANTENNA, 6db, OMNI | | | 0163 805-08466 4.000 EACH | 311.00000 1244.00| 311.00000 1244.00| 346.41000 1385.64 RADIO ANTENNA, 9db, YAGI | | | 0164 805-08493 LUMP | 1010.00000 1010.00| 1010.00000 1010.00| 1124.99000 1124.99 RADIO SYSTEM TESTING INTERCONNECT | | | 0165 805-08494 2.000 EACH | 3210.00000 6420.00| 3210.00000 6420.00| 3575.48000 7150.96 RADIO SPREAD SPECTRUM | | | 0166 805-78010 1.000 EACH | 1114.00000 1114.00| 1114.00000 1114.00| 1240.83000 1240.83 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0167 805-78100 3.000 EACH | 18960.00000 56880.00| 18960.00000 56880.00| 21118.69000 63356.07 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0168 805-78106 1.000 EACH | 24630.00000 24630.00| 24630.00000 24630.00| 27434.25000 27434.25 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0169 805-78190 4.000 EACH | 352.00000 1408.00| 352.00000 1408.00| 392.08000 1568.32 TRAFFIC SIGNAL HEAD, 1 FACE, 12" AMBER | | | 0170 805-78205 34.000 EACH | 863.00000 29342.00| 863.00000 29342.00| 961.26000 32682.84 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -10 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0171 805-78215 2.000 EACH | 688.00000 1376.00| 688.00000 1376.00| 766.34000 1532.68 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0172 805-78230 8.000 EACH | 1314.00000 10512.00| 1314.00000 10512.00| 1463.61000 11708.88 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0173 805-78415 4.000 EACH | 1480.00000 5920.00| 1480.00000 5920.00| 1648.51000 6594.04 SPAN, CATENARY, AND TETHER | | | 0174 805-78445 6.000 EACH | 605.00000 3630.00| 605.00000 3630.00| 673.88000 4043.28 SIGNAL SERVICE | | | 0175 805-78465 270.700 LFT | 2.30000 622.61| 2.30000 622.61| 2.56000 692.99 SIGNAL CABLE, 2C 8GA. | | | 0176 805-78470 20465.600 LFT | 0.41000 8390.90| 0.41000 8390.90| 0.46000 9414.18 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0177 805-78480 6438.600 LFT | 0.88000 5665.97| 0.88000 5665.97| 0.98000 6309.83 SIGNAL CABLE, 3C 14GA. | | | 0178 805-78485 7829.200 LFT | 1.30000 10177.96| 1.30000 10177.96| 1.45000 11352.34 SIGNAL CABLE, 5C 14GA. | | | 0179 805-78490 949.800 LFT | 1.42000 1348.72| 1.42000 1348.72| 1.58000 1500.68 SIGNAL CABLE, 7C 14GA. | | | 0180 805-78495 2248.300 LFT | 1.66000 3732.18| 1.66000 3732.18| 1.85000 4159.36 SIGNAL CABLE, 9C 14GA. | | | 0181 805-78500 446.700 LFT | 2.02000 902.33| 2.02000 902.33| 2.25000 1005.08 SIGNAL CABLE, 11C 14GA. | | | 0182 805-78510 7021.800 LFT | 0.72000 5055.70| 0.72000 5055.70| 0.80000 5617.44 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0183 805-78785 40.000 EACH | 622.00000 24880.00| 622.00000 24880.00| 692.82000 27712.80 SIGNAL DETECTOR HOUSING | | | 0184 805-78795 5465.600 LFT | 7.00000 38259.20| 7.00000 38259.20| 7.80000 42631.68 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0185 805-78900 4.000 EACH | 552.00000 2208.00| 552.00000 2208.00| 614.85000 2459.40 PEDESTAL FOUNDATION, A | | | 0186 805-78925 5.000 EACH | 988.00000 4940.00| 988.00000 4940.00| 1100.49000 5502.45 CONTROLLER CABINET FOUNDATION, P1 | | | 0187 805-81032 4.000 EACH | 3740.00000 14960.00| 3740.00000 14960.00| 4165.82000 16663.28 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0188 805-90005 4.000 EACH | 680.00000 2720.00| 680.00000 2720.00| 757.42000 3029.68 SIGNAL PEDESTAL, 10 FT. | | | 0189 805-92951 3.000 EACH | 260.00000 780.00| 260.00000 780.00| 289.60000 868.80 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0190 805-94295 32.000 EACH | 190.00000 6080.00| 190.00000 6080.00| 211.63000 6772.16 SIGNAL HEAD, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -11 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0191 805-96121 32.000 EACH | 171.00000 5472.00| 171.00000 5472.00| 190.47000 6095.04 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0192 807-02817 52.000 EACH | 668.00000 34736.00| 668.00000 34736.00| 744.06000 38691.12 CONCRETE FOUNDATION WITH GROUNDING, 24 | | | IN. X 24 IN. X 72 IN. | | | 0193 807-08214 5800.000 LFT | 5.00000 29000.00| 5.00000 29000.00| 5.57000 32306.00 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0194 807-93651 208.000 SET | 5.00000 1040.00| 5.00000 1040.00| 5.57000 1158.56 FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR POST TOP LIGHT | | | 0195 808-03439 2538.000 LFT | 3.50000 8883.00| 3.50000 8883.00| 4.46000 11319.48 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0196 808-04298 5.000 EACH | 325.00000 1625.00| 325.00000 1625.00| 473.39000 2366.95 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0197 808-06701 3503.000 LFT | 0.32000 1120.96| 0.32000 1120.96| 0.61000 2136.83 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0198 808-06703 2812.000 LFT | 0.32000 899.84| 0.32000 899.84| 0.43000 1209.16 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0199 808-06705 175.000 LFT | 1.26000 220.50| 1.26000 220.50| 2.23000 390.25 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0200 808-75245 11829.000 LFT | 0.32000 3785.28| 0.32000 3785.28| 0.43000 5086.47 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0201 808-75297 980.000 LFT | 3.50000 3430.00| 3.50000 3430.00| 4.46000 4370.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0202 808-75300 2684.000 LFT | 0.88000 2361.92| 0.88000 2361.92| 1.39000 3730.76 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0203 808-75320 26.000 EACH | 45.00000 1170.00| 45.00000 1170.00| 94.68000 2461.68 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0204 808-75325 19.000 EACH | 59.00000 1121.00| 59.00000 1121.00| 122.52000 2327.88 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0205 808-75998 464.000 EACH | 18.25000 8468.00| 14.85000 6890.40| 16.32000 7572.48 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0206 808-95933 147.000 LFT | 2.60000 382.20| 2.60000 382.20| 4.46000 655.62 CURB PAINTING, YELLOW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -12 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0207 808-98796 14.000 LFT | 10.75000 150.50| 10.75000 150.50| 22.28000 311.92 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0208 715-91361 400.000 LFT | 8.00000 3200.00| 24.50000 9800.00| 21.25000 8500.00 PIPE, PVC, 6 IN. , SCH. 40, IRRIGATION | | | SLEEVE, CONDUIT | | | 0209 715-92037 270.000 LFT | 7.00000 1890.00| 23.50000 6345.00| 18.40000 4968.00 PIPE, PVC, 4 IN. , SCH. 40, IRRIGATION | | | SLEEVE, CONDUIT | | | 0210 715-97122 1280.000 LFT | 7.00000 8960.00| 23.00000 29440.00| 10.81000 13836.80 PIPE, PVC, 2 IN. , SCH. 40, IRRIGATION | | | SLEEVE, CONDUIT | | | 0211 802-76005 5.000 SFT | 14.00000 70.00| 14.00000 70.00| 15.59000 77.95 SIGN, SHEET, ENCLOSED LENS, WITH LEGEND | | | , 0.080 IN. THICKNESS | | | 0212 805-02073 3.000 EACH | 5048.00000 15144.00| 5048.00000 15144.00| 5622.74000 16868.22 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0213 805-78109 1.000 EACH | 18860.00000 18860.00| 18860.00000 18860.00| 21007.31000 21007.31 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0214 805-05405 1.000 EACH | 570.00000 570.00| 570.00000 570.00| 634.90000 634.90 SIGNAL PEDESTAL, 4 FT. | | | 0215 805-01844 570.000 LFT | 12.00000 6840.00| 12.00000 6840.00| 13.37000 7620.90 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0216 805-08464 1.000 EACH | 2800.00000 2800.00| 2800.00000 2800.00| 3118.80000 3118.80 RADIO, INTERCONNECT | | | 0217 805-92504 2.000 EACH | 310.00000 620.00| 310.00000 620.00| 345.30000 690.60 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0218 805-78205 5.000 EACH | 863.00000 4315.00| 863.00000 4315.00| 961.26000 4806.30 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN , ALL LED DISPLAYS | | | 0219 805-78230 1.000 EACH | 1314.00000 1314.00| 1314.00000 1314.00| 1463.61000 1463.61 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW ,| | | ALL LED DISPLAYS | | | 0220 805-02152 6.000 EACH | 630.00000 3780.00| 630.00000 3780.00| 701.73000 4210.38 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. , WITH | | | COUNTDOWN DISPLAY | | | 0221 805-78370 6.000 EACH | 135.00000 810.00| 135.00000 810.00| 150.37000 902.22 PEDESTRIAN PUSH BUTTON , WITH R10-4B | | | SIGN AND MOUNTING HARDWARE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -13 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0222 805-79020 LUMP | 1485.00000 1485.00| 1485.00000 1485.00| 1654.07000 1654.07 TRAFFIC SIGNAL INSTALLATION | | | 0223 105-08520 4.000 EACH | 150.00000 600.00| 100.00000 400.00| 167.08000 668.32 CELLULAR TELEPHONE/RADIO | | | 0224 105-08521 108.000 MOS | 125.00000 13500.00| 100.00000 10800.00| 111.39000 12030.12 CELLULAR TELEPHONE/RADIO SERVICE | | | 0225 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0226 604-07898 9.920 SYS | 118.00000 1170.56| 90.00000 892.80| 172.65000 1712.69 CURB RAMP, CONCRETE, D | | | 0227 621-06560 9027.000 SYS | 0.41000 3701.07| 0.41000 3701.07| 0.46000 4152.42 MULCHED SEEDING, U | | | 0228 805-02069 2.000 EACH | 4353.00000 8706.00| 4353.00000 8706.00| 4848.61000 9697.22 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0229 805-02072 2.000 EACH | 4693.00000 9386.00| 4693.00000 9386.00| 5227.32000 10454.64 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0230 805-02073 1.000 EACH | 5048.00000 5048.00| 5048.00000 5048.00| 5622.74000 5622.74 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0231 805-02077 6.000 EACH | 5496.00000 32976.00| 5496.00000 32976.00| 6121.75000 36730.50 SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0232 805-09736 1.000 EACH | 6850.00000 6850.00| 6850.00000 6850.00| 7629.91000 7629.91 SIGNAL CANTILEVER STRUCTURE, 55 FT. AR | | | 0233 805-09737 1.000 EACH | 9103.00000 9103.00| 9103.00000 9103.00| 10139.42000 10139.42 SIGNAL CANTILEVER STRUCTURE, 60 FT. ARM | | | 0234 211-09264 281.700 CYS | 20.00000 5634.00| 17.00000 4788.90| 14.08000 3966.34 STRUCTURE BACKFILL, TYPE 1 | | | 0235 604-04740 274.000 SFT | 12.00000 3288.00| 12.00000 3288.00| 12.25000 3356.50 PAVERS , TYPE C, CONCRETE, ADA, 2 1/4" | | | SECTION TOTALS | $ 7,588,998.00| $ 7,828,000.00| $ 8,003,223.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,588,998.00| $ 7,828,000.00| $ 8,003,223.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -14 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 44900.00000 44900.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 508518.64000 508518.64| | MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 95000.00000 95000.00| | CLEARING RIGHT OF WAY | | | 0011 202-01300 4.000 EACH | 2398.00000 9592.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-02240 34739.000 SYS | 7.00000 243173.00| | PAVEMENT REMOVAL | | | 0013 202-02274 12768.000 LFT | 3.50000 44688.00| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0014 202-03875 11.000 EACH | 400.00000 4400.00| | CONCRETE STEPS, REMOVE | | | 0015 202-04089 36.000 EACH | 30.00000 1080.00| | SIGN, SHEET, REMOVE | | | 0016 202-05545 47.000 CYS | 50.00000 2350.00| | REGULATED MATERIALS, DISPOSE, C | | | 0017 202-05550 47.000 CYS | 20.00000 940.00| | REGULATED MATERIALS, REMOVE, C | | | 0018 202-05555 47.000 CYS | 30.00000 1410.00| | REGULATED MATERIALS, TRANSPORT, C | | | 0019 202-07603 10.000 EACH | 300.00000 3000.00| | TESTING FOR WASTE, C | | | 0020 202-51133 74.000 LFT | 13.00000 962.00| | RAILING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -15 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 202-52710 7775.000 SYS | 3.00000 23325.00| | SIDEWALK, CONCRETE, REMOVE | | | 0022 203-02000 6833.000 CYS | 20.00000 136660.00| | EXCAVATION, COMMON | | | 0023 203-02020 2441.000 CYS | 9.00000 21969.00| | EXCAVATION, UNCLASSIFIED | | | 0024 203-02070 1010.000 CYS | 1.00000 1010.00| | BORROW | | | 0026 205-04948 LUMP | 2500.00000 2500.00| | TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | | 0027 205-08451 1.000 EACH | 315000.00000 315000.00| | DETENTION | | | 0028 207-08267 2486.000 SYS | 5.50000 13673.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0029 207-08268 37828.000 SYS | 9.30000 351800.40| | SUBGRADE TREATMENT, TYPE IV | | | 0030 210-05106 72.000 EACH | 475.00000 34200.00| | CONCRETE , ARCHITECTURAL PRECAST, CURB, | | | CURVED | | | 0031 210-05106 54.000 EACH | 450.00000 24300.00| | CONCRETE , ARCHITECTURAL PRECAST, CURB, | | | STRAIGHT | | | 0032 210-05106 11.000 EACH | 3500.00000 38500.00| | CONCRETE , ARCHITECTURAL PRECAST, URN | | | 0034 213-09269 9.100 CYS | 50.00000 455.00| | FLOWABLE BACKFILL, NON-REMOVABLE , | | | MODIFIED | | | 0035 213-09269 11396.000 CYS | 42.50000 484330.00| | FLOWABLE BACKFILL, NON-REMOVABLE , | | | ROADWAY QUANTITY - 10,855 CYS | | | 0036 301-07448 1547.350 TON | 15.00000 23210.25| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0037 303-01180 1441.000 TON | 30.00000 43230.00| | COMPACTED AGGREGATE, NO. 53 | | | 0038 303-04489 250.000 TON | 28.00000 7000.00| | COMPACTED CRUSHED AGGREGATE, 8 | | | 0039 303-08210 75.000 TON | 50.00000 3750.00| | COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0040 306-08034 9751.000 SYS | 1.58000 15406.58| | MILLING, ASPHALT, 1 1/2 IN. | | | 0041 306-08041 741.000 SYS | 2.34000 1733.94| | MILLING, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -16 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 306-08043 1594.000 SYS | 1.10000 1753.40| | MILLING, TRANSITION | | | 0043 401-07327 4159.000 TON | 74.00000 307766.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0044 401-07378 7434.000 TON | 59.00000 438606.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0045 401-07407 13272.000 TON | 50.00000 663600.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0046 401-07429 6280.000 TON | 50.00000 314000.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0047 406-05521 178108.000 SYS | 0.15000 26716.20| | ASPHALT FOR TACK COAT | | | 0048 506-06333 1741.000 SYS | 100.00000 174100.00| | PCCP PATCHING, FULL DEPTH | | | 0049 603-03398 12.000 LFT | 30.00000 360.00| | FENCE, RELOCATE | | | 0050 603-97461 5766.000 LFT | 6.00000 34596.00| | TEMPORARY FENCE | | | 0055 604-06070 4265.950 SYS | 31.00000 132244.45| | SIDEWALK, CONCRETE , 4" MODIFIED | | | 0056 604-07896 62.000 SYS | 265.00000 16430.00| | CURB RAMP, CONCRETE, B | | | 0057 604-07897 206.000 SYS | 165.00000 33990.00| | CURB RAMP, CONCRETE, C | | | 0058 604-07902 147.000 SYS | 200.00000 29400.00| | CURB RAMP, CONCRETE, H | | | 0059 604-07903 324.000 SYS | 165.00000 53460.00| | CURB RAMP, CONCRETE, K | | | 0060 604-44251 2.700 CYS | 2000.00000 5400.00| | STEPS, CONCRETE | | | 0061 604-91531 3889.000 SYS | 22.00000 85558.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0062 605-01870 3602.000 LFT | 15.00000 54030.00| | CURB, CONCRETE, A | | | 0063 605-06155 15437.000 LFT | 13.50000 208399.50| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0064 605-06255 426.000 SYS | 100.00000 42600.00| | CENTER CURB, D, CONCRETE | | | 0065 610-07486 107.000 TON | 110.00000 11770.00| | HMA FOR APPROACHES, TYPE A | | | 0066 610-08446 737.000 SYS | 55.00000 40535.00| | PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -17 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 610-09108 1861.000 SYS | 56.00000 104216.00| | PCCP FOR APPROACHES, 9 IN. | | | 0069 611-06497 4.000 EACH | 185.00000 740.00| | MAILBOX ASSEMBLY, SINGLE | | | 0070 612-04315 5.000 TON | 3000.00000 15000.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0071 612-05081 1.000 EACH | 9300.00000 9300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0072 612-60410 96.000 EACH | 30.00000 2880.00| | DRILLED HOLE FOR UNDERSEAL | | | 0073 614-06482 240.000 SYS | 155.00000 37200.00| | HEADER, CEMENT CONCRETE, D | | | 0074 615-06490 74.000 EACH | 122.00000 9028.00| | RIGHT OF WAY MARKER | | | 0075 615-06500 5.000 EACH | 575.00000 2875.00| | MONUMENT, A | | | 0076 615-06505 2.000 EACH | 715.00000 1430.00| | MONUMENT, B | | | 0077 615-06527 2.000 EACH | 520.00000 1040.00| | MONUMENT, SECTION CORNER | | | 0078 621-01004 6.000 EACH | 150.00000 900.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-02363 15466.000 SYS | 0.22000 3402.52| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0080 621-06567 112.000 kGAL | 1.00000 112.00| | WATER | | | 0081 621-06570 1931.000 CYS | 12.00000 23172.00| | TOP SOIL | | | 0082 621-06574 6395.000 SYS | 3.20000 20464.00| | SODDING | | | 0087 622-05650 59.000 EACH | 328.00000 19352.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0090 628-09403 27.000 MOS | 2750.00000 74250.00| | FIELD OFFICE, C | | | 0091 702-51005 121.960 CYS | 350.00000 42686.00| | CONCRETE, A, SUBSTRUCTURE | | | 0092 702-51863 6.000 EACH | 50.00000 300.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0093 703-06029 6461.000 LBS | 2.80000 18090.80| | REINFORCING BARS, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -18 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 706-01268 361.000 LFT | 180.00000 64980.00| | HANDRAIL, ALUMINUM , ORNAMENTAL, TYPE 1 | | | 0095 706-01268 295.000 LFT | 180.00000 53100.00| | HANDRAIL, ALUMINUM , ORNAMENTAL, TYPE 2 | | | 0096 714-93641 550.000 LFT | 203.00000 111650.00| | CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 4' X 3' | | | 0097 714-93978 89.000 LFT | 203.00000 18067.00| | CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 4' X 2' | | | 0098 715-05024 504.000 LFT | 65.00000 32760.00| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0099 715-05048 19377.000 LFT | 3.65000 70726.05| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0100 715-05149 4361.000 LFT | 26.00000 113386.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0101 715-05151 1063.000 LFT | 29.00000 30827.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0102 715-05152 441.000 LFT | 31.00000 13671.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0103 715-05154 2432.000 LFT | 50.00000 121600.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0104 715-05156 204.000 LFT | 56.00000 11424.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0105 715-05159 1222.000 LFT | 75.00000 91650.00| | PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0106 715-05163 806.000 LFT | 115.00000 92690.00| | PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0107 715-05361 39.000 LFT | 78.00000 3042.00| | PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0108 715-05408 1016.000 LFT | 42.00000 42672.00| | PIPE, SANITARY SEWER, 8 IN. | | | 0109 715-08283 3668.700 SYS | 45.00000 165091.50| | PCCP FOR STRUCTURE INSTALLATION | | | 0110 715-08305 404.000 TON | 170.00000 68680.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0111 715-91361 1730.000 LFT | 37.00000 64010.00| | PIPE, PVC, 6 IN. | | | 0112 715-91361 238.000 LFT | 39.00000 9282.00| | PIPE, PVC, 6 IN. , SDR-26 SANITARY | | | SEWER PIPE, LATERAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -19 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 718-06526 557.000 TON | 63.35000 35285.95| | HMA FOR UNDERDRAINS | | | 0114 718-06532 3000.000 LFT | 0.75000 2250.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0115 718-52610 1888.000 CYS | 25.00000 47200.00| | AGGREGATE FOR UNDERDRAINS | | | 0116 718-99153 7604.000 SYS | 0.90000 6843.60| | GEOTEXTILES FOR UNDERDRAIN | | | 0117 720-01092 6.000 EACH | 4000.00000 24000.00| | MANHOLE, J15, MODIFIED | | | 0118 720-01894 1.000 EACH | 1000.00000 1000.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0119 720-03194 2.000 EACH | 5000.00000 10000.00| | MANHOLE | | | 0120 720-04682 1.000 EACH | 1450.00000 1450.00| | INLET, | | | 0121 720-07301 23.000 EACH | 1900.00000 43700.00| | INLET TYPE HA | | | 0122 720-08241 2.000 EACH | 3500.00000 7000.00| | MANHOLE, K15, MODIFIED | | | 0123 720-44000 33.000 EACH | 650.00000 21450.00| | CASTING, ADJUST TO GRADE | | | 0124 720-45045 24.000 EACH | 1230.00000 29520.00| | INLET, J10 | | | 0125 720-45250 1.000 EACH | 1350.00000 1350.00| | CATCH BASIN, K10 | | | 0126 720-45260 10.000 EACH | 1200.00000 12000.00| | PIPE CATCH BASIN, 12 IN. | | | 0127 720-45410 37.000 EACH | 1600.00000 59200.00| | MANHOLE, C4 | | | 0128 720-45510 6.000 EACH | 1800.00000 10800.00| | MANHOLE, C4, MODIFIED | | | 0129 720-94612 23.000 EACH | 3050.00000 70150.00| | MANHOLE, K4 | | | 0130 720-95335 7.000 EACH | 6500.00000 45500.00| | MANHOLE, M4 | | | 0131 720-95422 11.000 EACH | 2350.00000 25850.00| | MANHOLE, J4 | | | 0132 720-98174 65.000 EACH | 1700.00000 110500.00| | INLET, B15 | | | 0133 720-98363 1.000 EACH | 1950.00000 1950.00| | CATCH BASIN, MODIFIED , CATCH BASIN, S1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -20 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0134 720-98555 27.000 EACH | 1725.00000 46575.00| | INLET, C15 | | | 0135 722-01807 500.000 SYS | 12.50000 6250.00| | MEMBRANE WATERPROOFING | | | 0136 732-04985 5.000 EACH | 13500.00000 67500.00| | VAULT , VAULT, STORMWATER TREATMENT | | | 0137 732-08421 4.000 SYS | 350.00000 1400.00| | MODULAR BLOCK WALL ERECTION | | | 0138 801-02595 8.000 EACH | 185.00000 1480.00| | CONTROLLER, RESET TIMING | | | 0139 801-03290 7.000 EACH | 295.00000 2065.00| | CONSTRUCTION SIGN, C | | | 0140 801-04308 22.000 EACH | 495.00000 10890.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0141 801-06203 19682.000 LFT | 0.14000 2755.48| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0142 801-06207 36431.000 LFT | 0.95000 34609.45| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0143 801-06216 109.000 LFT | 1.50000 163.50| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0144 801-06218 177.000 LFT | 5.70000 1008.90| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0145 801-06539 LUMP | 2284.00000 2284.00| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0146 801-06640 35.000 EACH | 225.00000 7875.00| | CONSTRUCTION SIGN, A | | | 0147 801-06645 66.000 EACH | 120.00000 7920.00| | CONSTRUCTION SIGN, B | | | 0148 801-06710 450.000 DAY | 10.00000 4500.00| | FLASHING ARROW SIGN | | | 0149 801-06775 LUMP | 261703.78000 261703.78| | MAINTAINING TRAFFIC | | | 0150 801-07118 480.000 LFT | 16.00000 7680.00| | BARRICADE, III-A | | | 0151 801-08401 647.000 LFT | 45.00000 29115.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0152 802-02475 23.000 EACH | 35.00000 805.00| | SIGN, PANEL, REMOVE AND RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -21 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0153 802-05701 638.000 LFT | 11.50000 7337.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0154 802-76035 420.370 SFT | 17.00000 7146.29| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0155 805-01815 4.000 EACH | 2210.00000 8840.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0156 805-01816 16.000 EACH | 884.00000 14144.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0157 805-01842 28.000 EACH | 810.00000 22680.00| | HANDHOLE, SIGNAL | | | 0158 805-02152 32.000 EACH | 630.00000 20160.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0159 805-02658 2464.800 LFT | 2.10000 5176.08| | CABLE, COAXIAL | | | 0161 805-06592 3168.900 LFT | 12.00000 38026.80| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0162 805-08465 1.000 EACH | 438.00000 438.00| | RADIO ANTENNA, 6db, OMNI | | | 0163 805-08466 4.000 EACH | 311.00000 1244.00| | RADIO ANTENNA, 9db, YAGI | | | 0164 805-08493 LUMP | 1010.00000 1010.00| | RADIO SYSTEM TESTING INTERCONNECT | | | 0165 805-08494 2.000 EACH | 3210.00000 6420.00| | RADIO SPREAD SPECTRUM | | | 0166 805-78010 1.000 EACH | 1114.00000 1114.00| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0167 805-78100 3.000 EACH | 18960.00000 56880.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0168 805-78106 1.000 EACH | 24630.00000 24630.00| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0169 805-78190 4.000 EACH | 352.00000 1408.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 12" AMBER | | | 0170 805-78205 34.000 EACH | 863.00000 29342.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -22 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0171 805-78215 2.000 EACH | 688.00000 1376.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0172 805-78230 8.000 EACH | 1314.00000 10512.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0173 805-78415 4.000 EACH | 1480.00000 5920.00| | SPAN, CATENARY, AND TETHER | | | 0174 805-78445 6.000 EACH | 605.00000 3630.00| | SIGNAL SERVICE | | | 0175 805-78465 270.700 LFT | 2.30000 622.61| | SIGNAL CABLE, 2C 8GA. | | | 0176 805-78470 20465.600 LFT | 0.41000 8390.90| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0177 805-78480 6438.600 LFT | 0.88000 5665.97| | SIGNAL CABLE, 3C 14GA. | | | 0178 805-78485 7829.200 LFT | 1.30000 10177.96| | SIGNAL CABLE, 5C 14GA. | | | 0179 805-78490 949.800 LFT | 1.42000 1348.72| | SIGNAL CABLE, 7C 14GA. | | | 0180 805-78495 2248.300 LFT | 1.66000 3732.18| | SIGNAL CABLE, 9C 14GA. | | | 0181 805-78500 446.700 LFT | 2.02000 902.33| | SIGNAL CABLE, 11C 14GA. | | | 0182 805-78510 7021.800 LFT | 0.72000 5055.70| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0183 805-78785 40.000 EACH | 622.00000 24880.00| | SIGNAL DETECTOR HOUSING | | | 0184 805-78795 5465.600 LFT | 7.00000 38259.20| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0185 805-78900 4.000 EACH | 552.00000 2208.00| | PEDESTAL FOUNDATION, A | | | 0186 805-78925 5.000 EACH | 988.00000 4940.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0187 805-81032 4.000 EACH | 3740.00000 14960.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0188 805-90005 4.000 EACH | 680.00000 2720.00| | SIGNAL PEDESTAL, 10 FT. | | | 0189 805-92951 3.000 EACH | 260.00000 780.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0190 805-94295 32.000 EACH | 190.00000 6080.00| | SIGNAL HEAD, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -23 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0191 805-96121 32.000 EACH | 171.00000 5472.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0192 807-02817 52.000 EACH | 668.00000 34736.00| | CONCRETE FOUNDATION WITH GROUNDING, 24 | | | IN. X 24 IN. X 72 IN. | | | 0193 807-08214 5800.000 LFT | 5.00000 29000.00| | CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0194 807-93651 208.000 SET | 5.00000 1040.00| | FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR POST TOP LIGHT | | | 0195 808-03439 2538.000 LFT | 3.50000 8883.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0196 808-04298 5.000 EACH | 325.00000 1625.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0197 808-06701 3503.000 LFT | 0.32000 1120.96| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0198 808-06703 2812.000 LFT | 0.32000 899.84| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0199 808-06705 175.000 LFT | 1.26000 220.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0200 808-75245 11829.000 LFT | 0.32000 3785.28| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0201 808-75297 980.000 LFT | 3.50000 3430.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0202 808-75300 2684.000 LFT | 0.88000 2361.92| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0203 808-75320 26.000 EACH | 45.00000 1170.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0204 808-75325 19.000 EACH | 59.00000 1121.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0205 808-75998 464.000 EACH | 14.85000 6890.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0206 808-95933 147.000 LFT | 2.60000 382.20| | CURB PAINTING, YELLOW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -24 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0207 808-98796 14.000 LFT | 10.75000 150.50| | LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0208 715-91361 400.000 LFT | 10.00000 4000.00| | PIPE, PVC, 6 IN. , SCH. 40, IRRIGATION | | | SLEEVE, CONDUIT | | | 0209 715-92037 270.000 LFT | 15.00000 4050.00| | PIPE, PVC, 4 IN. , SCH. 40, IRRIGATION | | | SLEEVE, CONDUIT | | | 0210 715-97122 1280.000 LFT | 5.00000 6400.00| | PIPE, PVC, 2 IN. , SCH. 40, IRRIGATION | | | SLEEVE, CONDUIT | | | 0211 802-76005 5.000 SFT | 14.00000 70.00| | SIGN, SHEET, ENCLOSED LENS, WITH LEGEND | | | , 0.080 IN. THICKNESS | | | 0212 805-02073 3.000 EACH | 5048.00000 15144.00| | SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0213 805-78109 1.000 EACH | 18860.00000 18860.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0214 805-05405 1.000 EACH | 570.00000 570.00| | SIGNAL PEDESTAL, 4 FT. | | | 0215 805-01844 570.000 LFT | 12.00000 6840.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0216 805-08464 1.000 EACH | 2800.00000 2800.00| | RADIO, INTERCONNECT | | | 0217 805-92504 2.000 EACH | 310.00000 620.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0218 805-78205 5.000 EACH | 863.00000 4315.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN , ALL LED DISPLAYS | | | 0219 805-78230 1.000 EACH | 1314.00000 1314.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW ,| | | ALL LED DISPLAYS | | | 0220 805-02152 6.000 EACH | 630.00000 3780.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. , WITH | | | COUNTDOWN DISPLAY | | | 0221 805-78370 6.000 EACH | 135.00000 810.00| | PEDESTRIAN PUSH BUTTON , WITH R10-4B | | | SIGN AND MOUNTING HARDWARE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -25 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0222 805-79020 LUMP | 1485.00000 1485.00| | TRAFFIC SIGNAL INSTALLATION | | | 0223 105-08520 4.000 EACH | 100.00000 400.00| | CELLULAR TELEPHONE/RADIO | | | 0224 105-08521 108.000 MOS | 50.00000 5400.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0225 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0226 604-07898 9.920 SYS | 215.00000 2132.80| | CURB RAMP, CONCRETE, D | | | 0227 621-06560 9027.000 SYS | 0.41000 3701.07| | MULCHED SEEDING, U | | | 0228 805-02069 2.000 EACH | 4353.00000 8706.00| | SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0229 805-02072 2.000 EACH | 4693.00000 9386.00| | SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0230 805-02073 1.000 EACH | 5048.00000 5048.00| | SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0231 805-02077 6.000 EACH | 5496.00000 32976.00| | SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0232 805-09736 1.000 EACH | 6850.00000 6850.00| | SIGNAL CANTILEVER STRUCTURE, 55 FT. AR | | | 0233 805-09737 1.000 EACH | 9103.00000 9103.00| | SIGNAL CANTILEVER STRUCTURE, 60 FT. ARM | | | 0234 211-09264 281.700 CYS | 17.00000 4788.90| | STRUCTURE BACKFILL, TYPE 1 | | | 0235 604-04740 274.000 SFT | 12.00000 3288.00| | PAVERS , TYPE C, CONCRETE, ADA, 2 1/4" | | | SECTION TOTALS | $ 8,470,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,470,000.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -1 VENDOR RANKING CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : PAVEMENT REPLACEMENT COMPLETION DATE : 06/30/11 LOCATION : ON SR 59 FROM SR 157 TO 0.3 MILE NORTH OF NORTH JCT PROJECT(S) : 0571024 WITH SR 246 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 3,524,369.84 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 3,833,085.49 108.7595% 3 35-1461789 POINDEXTER EXCAVATING $ 4,185,577.75 118.7610% 4 37-0797609 FEUTZ CONTRACTORS INC $ 4,188,230.47 118.8363% 5 35-1111003 WHITE CONSTRUCTION INC $ 4,327,786.90 122.7960% 6 35-1917625 MILESTONE CONTRACTORS LP $ 4,494,000.00 127.5122% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -2 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 40000.00000 40000.00| 54000.00000 54000.00| 98000.00000 98000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 270.00000 810.00| 180.00000 540.00| 500.00000 1500.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 72.000 MOS | 80.00000 5760.00| 85.00000 6120.00| 90.00000 6480.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 175000.00000 175000.00| 191000.00000 191000.00| 194000.00000 194000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 113-01614 LUMP | 12000.00000 12000.00| 10300.00000 10300.00| 20000.00000 20000.00 PARTNERING OVERHEAD | | | 0013 201-52370 LUMP | 70000.00000 70000.00| 76600.00000 76600.00| 259000.00000 259000.00 CLEARING RIGHT OF WAY | | | 0014 202-03000 LUMP | 2000.00000 2000.00| 500.00000 500.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 3 | | | 0015 202-03000 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 7500.00000 7500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 5 | | | 0016 202-03000 LUMP | 2000.00000 2000.00| 1025.00000 1025.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | | 0017 202-04089 83.000 EACH | 35.00000 2905.00| 21.00000 1743.00| 40.00000 3320.00 SIGN, SHEET, REMOVE | | | 0018 203-02000 16567.000 CYS | 11.50000 190520.50| 12.00000 198804.00| 17.40000 288265.80 EXCAVATION, COMMON | | | 0019 205-03371 500.000 CYS | 8.00000 4000.00| 4.25000 2125.00| 17.00000 8500.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -3 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06931 0.400 TON | 50.00000 20.00| 42.50000 17.00| 950.00000 380.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06933 2.000 EACH | 187.00000 374.00| 107.00000 214.00| 250.00000 500.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 19434.000 LFT | 1.25000 24292.50| 1.00000 19434.00| 1.30000 25264.20 TEMPORARY SILT FENCE | | | 0023 207-08267 7302.000 SYS | 11.00000 80322.00| 7.00000 51114.00| 12.40000 90544.80 SUBGRADE TREATMENT, TYPE IIIA | | | 0024 211-09264 5580.000 CYS | 31.00000 172980.00| 21.00000 117180.00| 17.00000 94860.00 STRUCTURE BACKFILL, TYPE 1 | | | 0025 213-09269 5.900 CYS | 100.00000 590.00| 190.00000 1121.00| 150.00000 885.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0026 214-07202 18952.000 SYS | 2.25000 42642.00| 2.25000 42642.00| 1.80000 34113.60 GEOGRID, I | | | 0027 301-07448 13236.000 TON | 14.00000 185304.00| 19.00000 251484.00| 17.50000 231630.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 303-02172 130.000 TON | 25.00000 3250.00| 20.00000 2600.00| 28.00000 3640.00 TEMPORARY AGGREGATE | | | 0029 303-07449 169.000 TON | 38.00000 6422.00| 36.50000 6168.50| 25.00000 4225.00 COMPACTED AGGREGATE, NO. 73 | | | 0030 304-07492 27.000 TON | 180.00000 4860.00| 179.00000 4833.00| 280.00000 7560.00 WIDENING WITH HMA, TYPE A | | | 0031 306-08043 387.000 SYS | 9.00000 3483.00| 10.00000 3870.00| 12.00000 4644.00 MILLING, TRANSITION | | | 0032 401-07321 1947.000 TON | 56.00000 109032.00| 70.00000 136290.00| 69.00000 134343.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0033 401-07390 2606.000 TON | 55.00000 143330.00| 70.00000 182420.00| 68.00000 177208.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0034 401-07423 5733.000 TON | 53.50000 306715.50| 70.00000 401310.00| 63.00000 361179.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0035 401-08333 2843.000 TON | 65.00000 184795.00| 65.00000 184795.00| 63.00000 179109.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0036 402-07432 1519.000 TON | 62.00000 94178.00| 60.00000 91140.00| 59.00000 89621.00 HMA SURFACE, TYPE A | | | 0037 402-07435 1013.000 TON | 60.00000 60780.00| 55.00000 55715.00| 56.00000 56728.00 HMA INTERMEDIATE, TYPE A | | | 0038 402-07453 258.000 TON | 105.00000 27090.00| 68.00000 17544.00| 99.00000 25542.00 HMA FOR TEMPORARY PAVEMENT | | | 0039 406-05520 26.000 TON | 525.00000 13650.00| 435.00000 11310.00| 435.00000 11310.00 ASPHALT FOR TACK COAT | | | 0040 601-01700 1.000 EACH | 2000.00000 2000.00| 1960.00000 1960.00| 2500.00000 2500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -4 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 601-02103 148.000 LFT | 25.00000 3700.00| 24.50000 3626.00| 26.00000 3848.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0042 601-94689 2.000 EACH | 2500.00000 5000.00| 2600.00000 5200.00| 2700.00000 5400.00 GUARDRAIL END TREATMENT, OS | | | 0043 601-97774 1.000 EACH | 800.00000 800.00| 730.00000 730.00| 900.00000 900.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0044 601-99105 168.000 LFT | 20.00000 3360.00| 20.00000 3360.00| 21.00000 3528.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 604-07897 58.000 SYS | 70.00000 4060.00| 70.00000 4060.00| 140.00000 8120.00 CURB RAMP, CONCRETE, C | | | 0046 604-07900 355.000 SYS | 65.00000 23075.00| 65.00000 23075.00| 140.00000 49700.00 CURB RAMP, CONCRETE, F | | | 0047 604-07901 118.000 SYS | 75.00000 8850.00| 115.00000 13570.00| 140.00000 16520.00 CURB RAMP, CONCRETE, G | | | 0048 604-07902 233.000 SYS | 60.00000 13980.00| 60.00000 13980.00| 140.00000 32620.00 CURB RAMP, CONCRETE, H | | | 0049 604-07903 89.000 SYS | 75.00000 6675.00| 75.00000 6675.00| 140.00000 12460.00 CURB RAMP, CONCRETE, K | | | 0050 604-44251 38.000 CYS | 500.00000 19000.00| 400.00000 15200.00| 830.00000 31540.00 STEPS, CONCRETE | | | 0051 604-91531 4181.000 SYS | 29.00000 121249.00| 30.00000 125430.00| 34.00000 142154.00 SIDEWALK, CONCRETE, 4 IN. | | | 0052 605-06145 291.000 LFT | 18.00000 5238.00| 18.00000 5238.00| 21.00000 6111.00 CURB AND GUTTER, B, CONCRETE | | | 0053 605-52807 8134.000 LFT | 16.01000 130225.34| 16.00000 130144.00| 15.50000 126077.00 CURB AND GUTTER, COMBINED | | | 0054 610-07487 2684.000 TON | 70.00000 187880.00| 77.00000 206668.00| 80.00000 214720.00 HMA FOR APPROACHES, TYPE B | | | 0055 610-08446 1745.000 SYS | 33.00000 57585.00| 33.00000 57585.00| 46.00000 80270.00 PCCP FOR APPROACHES, 6 IN. | | | 0056 610-09108 307.000 SYS | 43.00000 13201.00| 40.00000 12280.00| 50.00000 15350.00 PCCP FOR APPROACHES, 9 IN. | | | 0057 611-06497 11.000 EACH | 200.00000 2200.00| 180.00000 1980.00| 200.00000 2200.00 MAILBOX ASSEMBLY, SINGLE | | | 0058 615-06505 4.000 EACH | 700.00000 2800.00| 7.25000 29.00| 750.00000 3000.00 MONUMENT, B | | | 0059 616-02320 156.000 SYS | 2.00000 312.00| 1.34000 209.04| 3.00000 468.00 GEOTEXTILES | | | 0060 616-06451 89.000 TON | 35.00000 3115.00| 27.00000 2403.00| 30.00000 2670.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -5 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 621-06575 7335.000 SYS | 3.15000 23105.25| 3.15000 23105.25| 3.80000 27873.00 SODDING, NURSERY | | | 0062 622-05650 86.000 EACH | 335.00000 28810.00| 360.00000 30960.00| 350.00000 30100.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0063 628-09402 24.000 MOS | 1400.00000 33600.00| 1645.00000 39480.00| 1900.00000 45600.00 FIELD OFFICE, B | | | 0064 628-09407 24.000 MOS | 110.00000 2640.00| 270.00000 6480.00| 100.00000 2400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0065 703-06028 343.000 LBS | 2.55000 874.65| 0.55000 188.65| 9.00000 3087.00 REINFORCING BARS | | | 0066 715-02397 2.000 EACH | 1828.70000 3657.40| 2200.00000 4400.00| 1800.00000 3600.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0067 715-05024 512.000 LFT | 55.00000 28160.00| 64.00000 32768.00| 63.50000 32512.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0068 715-05048 8512.000 LFT | 2.75000 23408.00| 4.00000 34048.00| 4.00000 34048.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0069 715-05149 1300.000 LFT | 45.00000 58500.00| 34.00000 44200.00| 40.00000 52000.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0070 715-05151 644.000 LFT | 45.00000 28980.00| 33.00000 21252.00| 42.00000 27048.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0071 715-05152 609.000 LFT | 35.00000 21315.00| 37.00000 22533.00| 43.00000 26187.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0072 715-05153 8.000 LFT | 75.00000 600.00| 42.00000 336.00| 49.00000 392.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0073 715-05154 1082.000 LFT | 40.00000 43280.00| 43.00000 46526.00| 50.00000 54100.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0074 715-05156 2256.000 LFT | 42.00000 94752.00| 50.00000 112800.00| 55.60000 125433.60 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0075 715-09064 14758.000 LFT | 0.90000 13282.20| 1.00000 14758.00| 1.00000 14758.00 VIDEO INSPECTION FOR PIPE | | | 0076 715-09594 23.000 LFT | 550.00000 12650.00| 320.00000 7360.00| 370.00000 8510.00 PIPE EXTENSION, DEFORMED, MIN. AREA 49. | | | 0 SFT | | | 0077 715-46000 2.000 EACH | 175.00000 350.00| 287.00000 574.00| 290.00000 580.00 PIPE END SECTION, 12 IN. | | | 0078 718-06532 3000.000 LFT | 0.65000 1950.00| 0.70000 2100.00| 0.90000 2700.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 681.000 CYS | 38.00000 25878.00| 38.00000 25878.00| 22.00000 14982.00 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 9363.000 SYS | 1.25000 11703.75| 1.10000 10299.30| 1.00000 9363.00 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -6 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 720-44000 13.000 EACH | 425.00000 5525.00| 280.00000 3640.00| 550.00000 7150.00 CASTING, ADJUST TO GRADE | | | 0082 720-44015 1.000 EACH | 650.00000 650.00| 678.00000 678.00| 950.00000 950.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0083 720-45005 1.000 EACH | 1200.00000 1200.00| 1350.00000 1350.00| 1200.00000 1200.00 INLET, A2 | | | 0084 720-45030 2.000 EACH | 930.00000 1860.00| 985.00000 1970.00| 1100.00000 2200.00 INLET, E7 | | | 0085 720-45035 1.000 EACH | 1000.00000 1000.00| 980.00000 980.00| 1100.00000 1100.00 INLET, F7 | | | 0086 720-45105 1.000 EACH | 1200.00000 1200.00| 1464.00000 1464.00| 1250.00000 1250.00 INLET, A2, MODIFIED | | | 0087 720-45510 6.000 EACH | 1200.00000 7200.00| 1661.00000 9966.00| 1470.00000 8820.00 MANHOLE, C4, MODIFIED | | | 0088 720-90129 2.000 EACH | 1600.00000 3200.00| 2107.00000 4214.00| 1890.00000 3780.00 MANHOLE, J2 | | | 0089 720-90984 5.000 EACH | 1300.00000 6500.00| 1869.00000 9345.00| 1450.00000 7250.00 MANHOLE, C2 | | | 0090 720-93411 8.000 EACH | 1700.00000 13600.00| 2110.00000 16880.00| 1600.00000 12800.00 INLET, C15, MODIFIED | | | 0091 720-95409 20.000 EACH | 1500.00000 30000.00| 1775.00000 35500.00| 1900.00000 38000.00 MANHOLE, J4, MODIFIED | | | 0092 720-95422 2.000 EACH | 1500.00000 3000.00| 1800.00000 3600.00| 1780.00000 3560.00 MANHOLE, J4 | | | 0093 720-97865 2.000 EACH | 1300.00000 2600.00| 1700.00000 3400.00| 1450.00000 2900.00 MANHOLE, C2, MODIFIED | | | 0094 720-98174 46.000 EACH | 1700.00000 78200.00| 2100.00000 96600.00| 1500.00000 69000.00 INLET, B15 | | | 0095 720-98555 7.000 EACH | 1700.00000 11900.00| 2100.00000 14700.00| 1560.00000 10920.00 INLET, C15 | | | 0096 732-08419 93.600 SYS | 100.00000 9360.00| 114.00000 10670.40| 79.00000 7394.40 MODULAR BLOCK WALL | | | 0097 732-08421 93.600 SYS | 135.00000 12636.00| 104.00000 9734.40| 180.00000 16848.00 MODULAR BLOCK WALL ERECTION | | | 0098 801-03290 15.000 EACH | 130.00000 1950.00| 130.00000 1950.00| 130.00000 1950.00 CONSTRUCTION SIGN, C | | | 0099 801-04308 49.000 EACH | 200.00000 9800.00| 180.00000 8820.00| 180.00000 8820.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0100 801-06203 1250.000 LFT | 1.00000 1250.00| 1.00000 1250.00| 1.00000 1250.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0101 801-06207 7066.000 LFT | 1.00000 7066.00| 1.10000 7772.60| 1.05000 7419.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -7 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 801-06218 154.000 LFT | 6.00000 924.00| 6.00000 924.00| 7.00000 1078.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0103 801-06625 190.000 EACH | 90.00000 17100.00| 90.00000 17100.00| 90.00000 17100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0104 801-06640 204.000 EACH | 95.00000 19380.00| 95.00000 19380.00| 95.00000 19380.00 CONSTRUCTION SIGN, A | | | 0105 801-06645 287.000 EACH | 22.00000 6314.00| 25.00000 7175.00| 22.00000 6314.00 CONSTRUCTION SIGN, B | | | 0106 801-06775 LUMP | 100000.00000 100000.00| 32200.00000 32200.00| 46000.00000 46000.00 MAINTAINING TRAFFIC | | | 0107 801-07119 1044.000 LFT | 10.00000 10440.00| 12.00000 12528.00| 11.00000 11484.00 BARRICADE, III-B | | | 0108 801-08401 3376.000 LFT | 5.00000 16880.00| 42.50000 143480.00| 22.50000 75960.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0109 802-04893 2.000 EACH | 250.00000 500.00| 240.00000 480.00| 900.00000 1800.00 REFERENCE POST | | | 0110 802-05701 960.000 LFT | 13.00000 12480.00| 13.00000 12480.00| 13.50000 12960.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0111 802-05702 18.000 LFT | 10.00000 180.00| 10.00000 180.00| 10.50000 189.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0112 802-76025 510.000 SFT | 25.00000 12750.00| 24.00000 12240.00| 25.00000 12750.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0113 802-76035 8.500 SFT | 21.00000 178.50| 21.00000 178.50| 23.00000 195.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0114 802-91122 2.000 EACH | 270.00000 540.00| 265.00000 530.00| 300.00000 600.00 SIGN, GROUND MOUNTED, RESET | | | 0115 802-97812 20.000 EACH | 100.00000 2000.00| 110.00000 2200.00| 110.00000 2200.00 STREET NAME IDENTIFICATION SIGN | | | 0116 808-06703 1204.000 LFT | 0.50000 602.00| 0.55000 662.20| 0.60000 722.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0117 808-06714 14787.000 LFT | 0.25000 3696.75| 0.30000 4436.10| 0.30000 4436.10 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0118 808-75245 9971.000 LFT | 0.50000 4985.50| 0.55000 5484.05| 0.55000 5484.05 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0119 808-75297 154.000 LFT | 5.00000 770.00| 5.25000 808.50| 6.00000 924.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -8 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 211-02050 550.000 CYS | 31.00000 17050.00| 33.00000 18150.00| 15.00000 8250.00 B BORROW | | | 0121 715-05203 24.000 LFT | 12.00000 288.00| 14.00000 336.00| 25.00000 600.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0122 720-45510 1.000 EACH | 1200.00000 1200.00| 1635.00000 1635.00| 2800.00000 2800.00 MANHOLE, C4, MODIFIED | | | 0123 304-07489 450.000 TON | 90.00000 40500.00| 108.00000 48600.00| 90.00000 40500.00 HMA PATCHING, TYPE A | | | SECTION TOTALS | $ 3,524,369.84| $ 3,833,085.49| $ 4,185,577.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,524,369.84| $ 3,833,085.49| $ 4,185,577.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -9 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 36000.00000 36000.00| 33250.00000 33250.00| 40500.00000 40500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 430.00000 1290.00| 155.00000 465.00| 120.00000 360.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 72.000 MOS | 55.00000 3960.00| 49.00000 3528.00| 72.00000 5184.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 200000.00000 200000.00| 216000.00000 216000.00| 224700.00000 224700.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 113-01614 LUMP | 17500.00000 17500.00| 10300.00000 10300.00| 16646.00000 16646.00 PARTNERING OVERHEAD | | | 0013 201-52370 LUMP | 80000.00000 80000.00| 86000.00000 86000.00| 89000.00000 89000.00 CLEARING RIGHT OF WAY | | | 0014 202-03000 LUMP | 460.00000 460.00| 1500.00000 1500.00| 250.00000 250.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 3 | | | 0015 202-03000 LUMP | 4000.00000 4000.00| 7450.00000 7450.00| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 5 | | | 0016 202-03000 LUMP | 615.00000 615.00| 1850.00000 1850.00| 1100.00000 1100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | | 0017 202-04089 83.000 EACH | 38.00000 3154.00| 40.00000 3320.00| 36.00000 2988.00 SIGN, SHEET, REMOVE | | | 0018 203-02000 16567.000 CYS | 18.00000 298206.00| 24.25000 401749.75| 19.50000 323056.50 EXCAVATION, COMMON | | | 0019 205-03371 500.000 CYS | 15.00000 7500.00| 10.00000 5000.00| 15.00000 7500.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -10 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06931 0.400 TON | 400.00000 160.00| 500.00000 200.00| 500.00000 200.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06933 2.000 EACH | 275.00000 550.00| 187.00000 374.00| 190.00000 380.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 19434.000 LFT | 1.35000 26235.90| 2.00000 38868.00| 1.30000 25264.20 TEMPORARY SILT FENCE | | | 0023 207-08267 7302.000 SYS | 7.90000 57685.80| 9.50000 69369.00| 17.00000 124134.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0024 211-09264 5580.000 CYS | 25.00000 139500.00| 18.00000 100440.00| 27.00000 150660.00 STRUCTURE BACKFILL, TYPE 1 | | | 0025 213-09269 5.900 CYS | 125.00000 737.50| 120.00000 708.00| 105.00000 619.50 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0026 214-07202 18952.000 SYS | 2.50000 47380.00| 2.75000 52118.00| 2.75000 52118.00 GEOGRID, I | | | 0027 301-07448 13236.000 TON | 21.00000 277956.00| 19.75000 261411.00| 20.50000 271338.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 303-02172 130.000 TON | 35.00000 4550.00| 40.00000 5200.00| 35.00000 4550.00 TEMPORARY AGGREGATE | | | 0029 303-07449 169.000 TON | 20.00000 3380.00| 19.00000 3211.00| 70.00000 11830.00 COMPACTED AGGREGATE, NO. 73 | | | 0030 304-07492 27.000 TON | 140.00000 3780.00| 145.00000 3915.00| 170.00000 4590.00 WIDENING WITH HMA, TYPE A | | | 0031 306-08043 387.000 SYS | 8.00000 3096.00| 12.00000 4644.00| 14.00000 5418.00 MILLING, TRANSITION | | | 0032 401-07321 1947.000 TON | 70.00000 136290.00| 61.00000 118767.00| 66.24000 128969.28 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0033 401-07390 2606.000 TON | 69.00000 179814.00| 60.00000 156360.00| 65.55000 170823.30 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0034 401-07423 5733.000 TON | 63.50000 364045.50| 55.00000 315315.00| 60.56000 347190.48 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0035 401-08333 2843.000 TON | 63.50000 180530.50| 64.00000 181952.00| 60.49000 171973.07 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0036 402-07432 1519.000 TON | 59.00000 89621.00| 52.00000 78988.00| 56.35000 85595.65 HMA SURFACE, TYPE A | | | 0037 402-07435 1013.000 TON | 56.00000 56728.00| 48.00000 48624.00| 53.25000 53942.25 HMA INTERMEDIATE, TYPE A | | | 0038 402-07453 258.000 TON | 68.00000 17544.00| 70.00000 18060.00| 110.00000 28380.00 HMA FOR TEMPORARY PAVEMENT | | | 0039 406-05520 26.000 TON | 475.00000 12350.00| 400.00000 10400.00| 432.00000 11232.00 ASPHALT FOR TACK COAT | | | 0040 601-01700 1.000 EACH | 2160.00000 2160.00| 1950.00000 1950.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -11 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 601-02103 148.000 LFT | 26.00000 3848.00| 45.25000 6697.00| 25.50000 3774.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0042 601-94689 2.000 EACH | 2700.00000 5400.00| 2500.00000 5000.00| 2500.00000 5000.00 GUARDRAIL END TREATMENT, OS | | | 0043 601-97774 1.000 EACH | 800.00000 800.00| 725.00000 725.00| 750.00000 750.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0044 601-99105 168.000 LFT | 21.00000 3528.00| 19.75000 3318.00| 20.00000 3360.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 604-07897 58.000 SYS | 87.00000 5046.00| 200.00000 11600.00| 195.00000 11310.00 CURB RAMP, CONCRETE, C | | | 0046 604-07900 355.000 SYS | 67.00000 23785.00| 175.00000 62125.00| 195.00000 69225.00 CURB RAMP, CONCRETE, F | | | 0047 604-07901 118.000 SYS | 87.00000 10266.00| 175.00000 20650.00| 193.00000 22774.00 CURB RAMP, CONCRETE, G | | | 0048 604-07902 233.000 SYS | 86.00000 20038.00| 175.00000 40775.00| 193.00000 44969.00 CURB RAMP, CONCRETE, H | | | 0049 604-07903 89.000 SYS | 79.00000 7031.00| 200.00000 17800.00| 156.00000 13884.00 CURB RAMP, CONCRETE, K | | | 0050 604-44251 38.000 CYS | 585.00000 22230.00| 950.00000 36100.00| 530.00000 20140.00 STEPS, CONCRETE | | | 0051 604-91531 4181.000 SYS | 36.00000 150516.00| 36.00000 150516.00| 49.00000 204869.00 SIDEWALK, CONCRETE, 4 IN. | | | 0052 605-06145 291.000 LFT | 29.00000 8439.00| 15.00000 4365.00| 33.00000 9603.00 CURB AND GUTTER, B, CONCRETE | | | 0053 605-52807 8134.000 LFT | 16.00000 130144.00| 15.25000 124043.50| 24.00000 195216.00 CURB AND GUTTER, COMBINED | | | 0054 610-07487 2684.000 TON | 80.00000 214720.00| 76.50000 205326.00| 80.00000 214720.00 HMA FOR APPROACHES, TYPE B | | | 0055 610-08446 1745.000 SYS | 41.00000 71545.00| 50.00000 87250.00| 56.50000 98592.50 PCCP FOR APPROACHES, 6 IN. | | | 0056 610-09108 307.000 SYS | 53.00000 16271.00| 65.00000 19955.00| 56.00000 17192.00 PCCP FOR APPROACHES, 9 IN. | | | 0057 611-06497 11.000 EACH | 285.00000 3135.00| 175.00000 1925.00| 180.00000 1980.00 MAILBOX ASSEMBLY, SINGLE | | | 0058 615-06505 4.000 EACH | 480.00000 1920.00| 700.00000 2800.00| 725.00000 2900.00 MONUMENT, B | | | 0059 616-02320 156.000 SYS | 2.80000 436.80| 3.00000 468.00| 1.20000 187.20 GEOTEXTILES | | | 0060 616-06451 89.000 TON | 52.00000 4628.00| 25.00000 2225.00| 46.75000 4160.75 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -12 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 621-06575 7335.000 SYS | 3.40000 24939.00| 3.08000 22591.80| 3.10000 22738.50 SODDING, NURSERY | | | 0062 622-05650 86.000 EACH | 370.00000 31820.00| 335.00000 28810.00| 350.00000 30100.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0063 628-09402 24.000 MOS | 1450.00000 34800.00| 2050.00000 49200.00| 2500.00000 60000.00 FIELD OFFICE, B | | | 0064 628-09407 24.000 MOS | 230.00000 5520.00| 250.00000 6000.00| 130.00000 3120.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0065 703-06028 343.000 LBS | 3.00000 1029.00| 2.00000 686.00| 2.00000 686.00 REINFORCING BARS | | | 0066 715-02397 2.000 EACH | 2200.00000 4400.00| 3000.00000 6000.00| 2300.00000 4600.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0067 715-05024 512.000 LFT | 58.00000 29696.00| 80.00000 40960.00| 71.00000 36352.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0068 715-05048 8512.000 LFT | 6.50000 55328.00| 3.00000 25536.00| 3.40000 28940.80 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0069 715-05149 1300.000 LFT | 31.00000 40300.00| 55.00000 71500.00| 37.00000 48100.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0070 715-05151 644.000 LFT | 32.00000 20608.00| 60.00000 38640.00| 48.00000 30912.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0071 715-05152 609.000 LFT | 33.50000 20401.50| 62.00000 37758.00| 43.00000 26187.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0072 715-05153 8.000 LFT | 100.00000 800.00| 64.00000 512.00| 51.50000 412.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0073 715-05154 1082.000 LFT | 42.00000 45444.00| 72.00000 77904.00| 53.00000 57346.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0074 715-05156 2256.000 LFT | 50.00000 112800.00| 75.00000 169200.00| 52.00000 117312.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0075 715-09064 14758.000 LFT | 1.00000 14758.00| 0.65000 9592.70| 1.00000 14758.00 VIDEO INSPECTION FOR PIPE | | | 0076 715-09594 23.000 LFT | 450.00000 10350.00| 400.00000 9200.00| 610.00000 14030.00 PIPE EXTENSION, DEFORMED, MIN. AREA 49. | | | 0 SFT | | | 0077 715-46000 2.000 EACH | 625.00000 1250.00| 250.00000 500.00| 300.00000 600.00 PIPE END SECTION, 12 IN. | | | 0078 718-06532 3000.000 LFT | 0.70000 2100.00| 0.90000 2700.00| 0.68000 2040.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 681.000 CYS | 39.00000 26559.00| 20.00000 13620.00| 39.00000 26559.00 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 9363.000 SYS | 1.50000 14044.50| 1.00000 9363.00| 1.70000 15917.10 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -13 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 720-44000 13.000 EACH | 325.00000 4225.00| 425.00000 5525.00| 400.00000 5200.00 CASTING, ADJUST TO GRADE | | | 0082 720-44015 1.000 EACH | 750.00000 750.00| 900.00000 900.00| 760.00000 760.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0083 720-45005 1.000 EACH | 1375.00000 1375.00| 1500.00000 1500.00| 1535.00000 1535.00 INLET, A2 | | | 0084 720-45030 2.000 EACH | 1250.00000 2500.00| 1100.00000 2200.00| 1503.00000 3006.00 INLET, E7 | | | 0085 720-45035 1.000 EACH | 1250.00000 1250.00| 1125.00000 1125.00| 1503.00000 1503.00 INLET, F7 | | | 0086 720-45105 1.000 EACH | 1375.00000 1375.00| 1900.00000 1900.00| 1535.00000 1535.00 INLET, A2, MODIFIED | | | 0087 720-45510 6.000 EACH | 2600.00000 15600.00| 2275.00000 13650.00| 2180.00000 13080.00 MANHOLE, C4, MODIFIED | | | 0088 720-90129 2.000 EACH | 3500.00000 7000.00| 3200.00000 6400.00| 2665.00000 5330.00 MANHOLE, J2 | | | 0089 720-90984 5.000 EACH | 2600.00000 13000.00| 2200.00000 11000.00| 2500.00000 12500.00 MANHOLE, C2 | | | 0090 720-93411 8.000 EACH | 2000.00000 16000.00| 2300.00000 18400.00| 2305.00000 18440.00 INLET, C15, MODIFIED | | | 0091 720-95409 20.000 EACH | 3450.00000 69000.00| 3200.00000 64000.00| 2485.00000 49700.00 MANHOLE, J4, MODIFIED | | | 0092 720-95422 2.000 EACH | 3300.00000 6600.00| 3200.00000 6400.00| 2293.00000 4586.00 MANHOLE, J4 | | | 0093 720-97865 2.000 EACH | 2800.00000 5600.00| 2600.00000 5200.00| 2132.00000 4264.00 MANHOLE, C2, MODIFIED | | | 0094 720-98174 46.000 EACH | 2000.00000 92000.00| 2100.00000 96600.00| 2300.00000 105800.00 INLET, B15 | | | 0095 720-98555 7.000 EACH | 2050.00000 14350.00| 2300.00000 16100.00| 2170.00000 15190.00 INLET, C15 | | | 0096 732-08419 93.600 SYS | 103.00000 9640.80| 100.00000 9360.00| 145.00000 13572.00 MODULAR BLOCK WALL | | | 0097 732-08421 93.600 SYS | 125.00000 11700.00| 250.00000 23400.00| 192.00000 17971.20 MODULAR BLOCK WALL ERECTION | | | 0098 801-03290 15.000 EACH | 435.00000 6525.00| 395.00000 5925.00| 131.00000 1965.00 CONSTRUCTION SIGN, C | | | 0099 801-04308 49.000 EACH | 660.00000 32340.00| 595.00000 29155.00| 185.00000 9065.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0100 801-06203 1250.000 LFT | 3.00000 3750.00| 0.20000 250.00| 0.95000 1187.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0101 801-06207 7066.000 LFT | 1.00000 7066.00| 0.80000 5652.80| 1.05000 7419.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -14 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 801-06218 154.000 LFT | 6.50000 1001.00| 5.63000 867.02| 6.30000 970.20 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0103 801-06625 190.000 EACH | 135.00000 25650.00| 125.00000 23750.00| 89.50000 17005.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0104 801-06640 204.000 EACH | 250.00000 51000.00| 225.00000 45900.00| 94.75000 19329.00 CONSTRUCTION SIGN, A | | | 0105 801-06645 287.000 EACH | 100.00000 28700.00| 89.00000 25543.00| 21.10000 6055.70 CONSTRUCTION SIGN, B | | | 0106 801-06775 LUMP | 62500.00000 62500.00| 59518.00000 59518.00| 124999.10000 124999.10 MAINTAINING TRAFFIC | | | 0107 801-07119 1044.000 LFT | 21.00000 21924.00| 18.95000 19783.80| 10.53000 10993.32 BARRICADE, III-B | | | 0108 801-08401 3376.000 LFT | 31.00000 104656.00| 21.65000 73090.40| 22.00000 74272.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0109 802-04893 2.000 EACH | 265.00000 530.00| 100.00000 200.00| 600.00000 1200.00 REFERENCE POST | | | 0110 802-05701 960.000 LFT | 14.00000 13440.00| 12.70000 12192.00| 13.50000 12960.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0111 802-05702 18.000 LFT | 11.00000 198.00| 9.80000 176.40| 10.50000 189.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0112 802-76025 510.000 SFT | 26.50000 13515.00| 23.95000 12214.50| 26.00000 13260.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0113 802-76035 8.500 SFT | 23.00000 195.50| 21.00000 178.50| 22.00000 187.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0114 802-91122 2.000 EACH | 290.00000 580.00| 265.00000 530.00| 280.00000 560.00 SIGN, GROUND MOUNTED, RESET | | | 0115 802-97812 20.000 EACH | 110.00000 2200.00| 100.00000 2000.00| 105.00000 2100.00 STREET NAME IDENTIFICATION SIGN | | | 0116 808-06703 1204.000 LFT | 0.39000 469.56| 0.35000 421.40| 0.55000 662.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0117 808-06714 14787.000 LFT | 0.16000 2365.92| 0.14000 2070.18| 0.25000 3696.75 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0118 808-75245 9971.000 LFT | 0.39000 3888.69| 0.35000 3489.85| 0.55000 5484.05 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0119 808-75297 154.000 LFT | 5.50000 847.00| 4.95000 762.30| 5.40000 831.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -15 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 211-02050 550.000 CYS | 21.50000 11825.00| 25.00000 13750.00| 24.00000 13200.00 B BORROW | | | 0121 715-05203 24.000 LFT | 12.00000 288.00| 24.00000 576.00| 22.50000 540.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0122 720-45510 1.000 EACH | 2600.00000 2600.00| 2200.00000 2200.00| 2180.00000 2180.00 MANHOLE, C4, MODIFIED | | | 0123 304-07489 450.000 TON | 135.00000 60750.00| 86.00000 38700.00| 82.00000 36900.00 HMA PATCHING, TYPE A | | | SECTION TOTALS | $ 4,188,230.47| $ 4,327,786.90| $ 4,494,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,188,230.47| $ 4,327,786.90| $ 4,494,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -1 VENDOR RANKING CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 07/01/10 LOCATION : ON COUNTY ROAD 15 AT COUNTY ROAD 45 PROJECT(S) : 0400363 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING INC $ 691,700.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 734,492.00 106.1865% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 751,937.03 108.7085% 4 35-0997978 PHEND & BROWN INC $ 866,398.96 125.2565% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -2 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 8500.00000 8500.00| 39800.00000 39800.00| 23733.20000 23733.20 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 32000.00000 32000.00| 32999.88000 32999.88| 68000.00000 68000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 4981.43000 4981.43| 26059.00000 26059.00| 21630.00000 21630.00 CLEARING RIGHT OF WAY | | | 0009 202-02240 4859.000 SYS | 6.60000 32069.40| 3.80000 18464.20| 1.00000 4859.00 PAVEMENT REMOVAL | | | 0010 202-52710 95.000 SYS | 6.40000 608.00| 3.62000 343.90| 4.30000 408.50 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-93996 2.000 EACH | 300.00000 600.00| 180.00000 360.00| 180.00000 360.00 PEDESTAL BASE, REMOVE | | | 0012 203-02000 7795.000 CYS | 10.65000 83016.75| 8.78000 68440.10| 14.00000 109130.00 EXCAVATION, COMMON | | | 0013 205-02770 2976.000 SYS | 1.48000 4404.48| 1.48000 4404.48| 1.40000 4166.40 EROSION CONTROL BLANKET | | | 0014 205-06933 4.000 EACH | 125.00000 500.00| 125.00000 500.00| 75.00000 300.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06934 10.100 TON | 535.00000 5403.50| 535.00000 5403.50| 300.00000 3030.00 TEMPORARY MULCHING | | | 0016 205-06937 100.000 LFT | 4.95000 495.00| 7.00000 700.00| 2.50000 250.00 TEMPORARY SILT FENCE | | | 0017 205-09543 150.000 TON | 29.25000 4387.50| 28.00000 4200.00| 20.00000 3000.00 NO 2 STONE | | | 0018 207-08263 7679.000 SYS | 6.60000 50681.40| 7.25000 55672.75| 6.80000 52217.20 SUBGRADE TREATMENT, TYPE IA | | | 0019 207-08265 2068.000 SYS | 5.65000 11684.20| 6.50000 13442.00| 6.70000 13855.60 SUBGRADE TREATMENT, TYPE IIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -3 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-07454 73.000 CYS | 16.49000 1203.77| 14.14000 1032.22| 10.00000 730.00 STRUCTURE BACKFILL | | | 0021 301-07448 440.000 TON | 17.70000 7788.00| 22.00000 9680.00| 21.90000 9636.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-08210 160.000 TON | 18.50000 2960.00| 22.00000 3520.00| 20.70000 3312.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0023 306-08034 373.000 SYS | 11.80000 4401.40| 5.75000 2144.75| 6.30000 2349.90 MILLING, ASPHALT, 1 1/2 IN. | | | 0024 401-06264 LUMP | 1515.00000 1515.00| 2500.00000 2500.00| 1000.00000 1000.00 PROFILOGRAPH, HMA | | | 0025 402-07432 227.000 TON | 55.00000 12485.00| 63.50000 14414.50| 65.00000 14755.00 HMA SURFACE, TYPE A | | | 0026 402-07433 603.000 TON | 55.00000 33165.00| 63.50000 38290.50| 58.30000 35154.90 HMA SURFACE, TYPE B | | | 0027 402-07435 380.000 TON | 50.00000 19000.00| 50.00000 19000.00| 50.00000 19000.00 HMA INTERMEDIATE, TYPE A | | | 0028 402-07438 955.000 TON | 50.00000 47750.00| 50.00000 47750.00| 48.00000 45840.00 HMA INTERMEDIATE, TYPE B | | | 0029 402-07440 822.000 TON | 48.00000 39456.00| 43.50000 35757.00| 43.00000 35346.00 HMA BASE, TYPE A | | | 0030 402-07441 3779.000 TON | 48.00000 181392.00| 43.50000 164386.50| 41.00000 154939.00 HMA BASE, TYPE B | | | 0031 402-07453 198.000 TON | 65.00000 12870.00| 74.00000 14652.00| 54.50000 10791.00 HMA FOR TEMPORARY PAVEMENT | | | 0032 406-05520 2.630 TON | 200.00000 526.00| 1800.00000 4734.00| 600.00000 1578.00 ASPHALT FOR TACK COAT | | | 0033 603-03398 1622.000 LFT | 2.00000 3244.00| 8.75000 14192.50| 5.50000 8921.00 FENCE, RELOCATE | | | 0034 604-07899 28.000 SYS | 100.00000 2800.00| 95.00000 2660.00| 71.00000 1988.00 CURB RAMP, CONCRETE, E | | | 0035 604-07901 76.000 SYS | 80.00000 6080.00| 95.00000 7220.00| 54.70000 4157.20 CURB RAMP, CONCRETE, G | | | 0036 616-02320 288.000 SYS | 2.80000 806.40| 1.00000 288.00| 2.00000 576.00 GEOTEXTILES | | | 0037 616-06406 88.000 SYS | 34.00000 2992.00| 16.00000 1408.00| 30.70000 2701.60 RIPRAP, REVETMENT | | | 0038 621-01004 5.000 EACH | 450.00000 2250.00| 450.00000 2250.00| 375.00000 1875.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.200 TON | 1980.00000 2376.00| 1980.00000 2376.00| 1100.00000 1320.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -4 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-06553 527.000 LBS | 3.39000 1786.53| 3.39000 1786.53| 2.92000 1538.84 SEED MIXTURE, R | | | 0041 621-06565 6.200 TON | 428.00000 2653.60| 428.00000 2653.60| 350.00000 2170.00 MULCHING MATERIAL | | | 0042 628-09401 4.000 MOS | 2150.00000 8600.00| 1800.00000 7200.00| 2000.00000 8000.00 FIELD OFFICE, A | | | 0043 628-09407 4.000 MOS | 400.00000 1600.00| 240.00000 960.00| 231.00000 924.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0044 715-05119 309.000 LFT | 24.50000 7570.50| 29.75000 9192.75| 24.75000 7647.75 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0045 715-05169 40.000 LFT | 24.50000 980.00| 51.13000 2045.20| 26.70000 1068.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0046 715-46005 8.000 EACH | 200.00000 1600.00| 496.00000 3968.00| 305.00000 2440.00 PIPE END SECTION, 15 IN. | | | 0047 801-01504 10.000 EACH | 45.00000 450.00| 66.93000 669.30| 45.00000 450.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0048 801-03290 3.000 EACH | 115.00000 345.00| 115.00000 345.00| 115.00000 345.00 CONSTRUCTION SIGN, C | | | 0049 801-04304 37.000 LFT | 0.62000 22.94| 2.50000 92.50| 0.62000 22.94 TEMPORARY PAVEMENT MARKING, PAINT, | | | WHITE, 12 IN. | | | 0050 801-04308 4.000 EACH | 129.00000 516.00| 129.00000 516.00| 129.00000 516.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06203 2464.000 LFT | 0.23000 566.72| 0.19000 468.16| 0.23000 566.72 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06206 226.000 LFT | 0.30000 67.80| 0.70000 158.20| 0.30000 67.80 TEMPORARY PAVEMENT MARKING, 6 IN. | | | 0053 801-06586 500.000 LFT | 0.35000 175.00| 1.05000 525.00| 0.35000 175.00 TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0054 801-06625 18.000 EACH | 60.00000 1080.00| 60.00000 1080.00| 60.00000 1080.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06625 5.000 EACH | 40.00000 200.00| 40.00000 200.00| 40.00000 200.00 DETOUR ROUTE MARKER ASSEMBLY , OXBOW | | | PARK | | | 0056 801-06640 29.000 EACH | 119.00000 3451.00| 119.00000 3451.00| 119.00000 3451.00 CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP | 4500.00000 4500.00| 5575.00000 5575.00| 34800.00000 34800.00 MAINTAINING TRAFFIC | | | 0058 801-07119 198.000 LFT | 16.00000 3168.00| 16.00000 3168.00| 16.00000 3168.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -5 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 801-07612 80.000 LFT | 1.15000 92.00| 2.86000 228.80| 1.15000 92.00 TEMPORARY PAVEMENT MARKING, 24 IN. | | | 0060 802-02475 2.000 EACH | 225.00000 450.00| 500.00000 1000.00| 500.00000 1000.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0061 802-05704 229.000 LFT | 8.60000 1969.40| 14.00000 3206.00| 14.00000 3206.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0062 802-07058 5.000 EACH | 110.00000 550.00| 50.00000 250.00| 50.00000 250.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0063 802-76025 12.000 SFT | 20.00000 240.00| 13.90000 166.80| 13.90000 166.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0064 802-76035 162.000 SFT | 16.00000 2592.00| 14.87000 2408.94| 14.87000 2408.94 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0065 802-99060 3.000 EACH | 110.00000 330.00| 120.00000 360.00| 120.00000 360.00 SIGN AND SUPPORT, WOOD POST, REMOVE | | | 0066 805-02032 2.000 EACH | 170.00000 340.00| 800.00000 1600.00| 800.00000 1600.00 PEDESTRIAN SIGNAL HEAD, 12 IN., RELOCAT | | | 0067 805-06592 225.000 LFT | 11.00000 2475.00| 11.20000 2520.00| 10.00000 2250.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0068 805-78467 150.000 LFT | 2.10000 315.00| 2.05000 307.50| 2.05000 307.50 SIGNAL CABLE, 3C 8GA. | | | 0069 805-78485 140.000 LFT | 1.55000 217.00| 1.88000 263.20| 1.88000 263.20 SIGNAL CABLE, 5C 14GA. | | | 0070 805-78900 2.000 EACH | 485.00000 970.00| 460.00000 920.00| 460.00000 920.00 PEDESTAL FOUNDATION, A | | | 0071 808-06703 677.000 LFT | 0.38000 257.26| 0.30000 203.10| 0.30000 203.10 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0072 808-06713 3317.000 LFT | 0.30000 995.10| 0.30000 995.10| 0.30000 995.10 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0073 808-06716 3307.000 LFT | 0.60000 1984.20| 0.40000 1322.80| 0.60000 1984.20 LINE, REMOVE | | | 0074 808-75043 226.000 LFT | 1.00000 226.00| 0.94000 212.44| 0.94000 212.44 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0075 808-75245 2999.000 LFT | 0.38000 1139.62| 0.30000 899.70| 0.30000 899.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0076 808-75278 75.000 LFT | 4.00000 300.00| 1.78000 133.50| 1.78000 133.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0077 808-75297 109.000 LFT | 4.00000 436.00| 3.56000 388.04| 3.55000 386.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -6 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 808-75320 14.000 EACH | 65.00000 910.00| 68.00000 952.00| 68.00000 952.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0079 808-75998 87.000 EACH | 40.00000 3480.00| 24.00000 2088.00| 24.00000 2088.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0080 808-92027 1001.000 LFT | 1.10000 1101.10| 1.06000 1061.06| 1.05000 1051.05 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0081 203-02070 660.000 CYS | 10.00000 6600.00| 15.00000 9900.00| 1.00000 660.00 BORROW | | | SECTION TOTALS | $ 691,700.00| $ 734,492.00| $ 751,937.03 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 691,700.00| $ 734,492.00| $ 751,937.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -7 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 43000.00000 43000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 4300.00000 4300.00| | CLEARING RIGHT OF WAY | | | 0009 202-02240 4859.000 SYS | 8.00000 38872.00| | PAVEMENT REMOVAL | | | 0010 202-52710 95.000 SYS | 5.00000 475.00| | SIDEWALK, CONCRETE, REMOVE | | | 0011 202-93996 2.000 EACH | 300.00000 600.00| | PEDESTAL BASE, REMOVE | | | 0012 203-02000 7795.000 CYS | 17.00000 132515.00| | EXCAVATION, COMMON | | | 0013 205-02770 2976.000 SYS | 1.55000 4612.80| | EROSION CONTROL BLANKET | | | 0014 205-06933 4.000 EACH | 131.26000 525.04| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06934 10.100 TON | 561.79000 5674.08| | TEMPORARY MULCHING | | | 0016 205-06937 100.000 LFT | 5.20000 520.00| | TEMPORARY SILT FENCE | | | 0017 205-09543 150.000 TON | 31.00000 4650.00| | NO 2 STONE | | | 0018 207-08263 7679.000 SYS | 6.50000 49913.50| | SUBGRADE TREATMENT, TYPE IA | | | 0019 207-08265 2068.000 SYS | 5.70000 11787.60| | SUBGRADE TREATMENT, TYPE IIA | | | 0020 211-07454 73.000 CYS | 15.50000 1131.50| | STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -8 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 301-07448 440.000 TON | 19.25000 8470.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-08210 160.000 TON | 18.50000 2960.00| | COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0023 306-08034 373.000 SYS | 13.70000 5110.10| | MILLING, ASPHALT, 1 1/2 IN. | | | 0024 401-06264 LUMP | 100.00000 100.00| | PROFILOGRAPH, HMA | | | 0025 402-07432 227.000 TON | 72.00000 16344.00| | HMA SURFACE, TYPE A | | | 0026 402-07433 603.000 TON | 72.00000 43416.00| | HMA SURFACE, TYPE B | | | 0027 402-07435 380.000 TON | 64.00000 24320.00| | HMA INTERMEDIATE, TYPE A | | | 0028 402-07438 955.000 TON | 64.00000 61120.00| | HMA INTERMEDIATE, TYPE B | | | 0029 402-07440 822.000 TON | 56.00000 46032.00| | HMA BASE, TYPE A | | | 0030 402-07441 3779.000 TON | 55.00000 207845.00| | HMA BASE, TYPE B | | | 0031 402-07453 198.000 TON | 76.00000 15048.00| | HMA FOR TEMPORARY PAVEMENT | | | 0032 406-05520 2.630 TON | 720.00000 1893.60| | ASPHALT FOR TACK COAT | | | 0033 603-03398 1622.000 LFT | 8.75000 14192.50| | FENCE, RELOCATE | | | 0034 604-07899 28.000 SYS | 138.00000 3864.00| | CURB RAMP, CONCRETE, E | | | 0035 604-07901 76.000 SYS | 83.00000 6308.00| | CURB RAMP, CONCRETE, G | | | 0036 616-02320 288.000 SYS | 2.60000 748.80| | GEOTEXTILES | | | 0037 616-06406 88.000 SYS | 40.00000 3520.00| | RIPRAP, REVETMENT | | | 0038 621-01004 5.000 EACH | 375.00000 1875.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.200 TON | 1100.00000 1320.00| | FERTILIZER | | | 0040 621-06553 527.000 LBS | 2.90000 1528.30| | SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -9 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06565 6.200 TON | 350.00000 2170.00| | MULCHING MATERIAL | | | 0042 628-09401 4.000 MOS | 3875.00000 15500.00| | FIELD OFFICE, A | | | 0043 628-09407 4.000 MOS | 350.00000 1400.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0044 715-05119 309.000 LFT | 28.00000 8652.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0045 715-05169 40.000 LFT | 28.00000 1120.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0046 715-46005 8.000 EACH | 300.00000 2400.00| | PIPE END SECTION, 15 IN. | | | 0047 801-01504 10.000 EACH | 45.00000 450.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0048 801-03290 3.000 EACH | 115.00000 345.00| | CONSTRUCTION SIGN, C | | | 0049 801-04304 37.000 LFT | 0.62000 22.94| | TEMPORARY PAVEMENT MARKING, PAINT, | | | WHITE, 12 IN. | | | 0050 801-04308 4.000 EACH | 129.00000 516.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06203 2464.000 LFT | 0.23000 566.72| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06206 226.000 LFT | 0.30000 67.80| | TEMPORARY PAVEMENT MARKING, 6 IN. | | | 0053 801-06586 500.000 LFT | 0.35000 175.00| | TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0054 801-06625 18.000 EACH | 60.00000 1080.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06625 5.000 EACH | 50.00000 250.00| | DETOUR ROUTE MARKER ASSEMBLY , OXBOW | | | PARK | | | 0056 801-06640 29.000 EACH | 119.00000 3451.00| | CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP | 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0058 801-07119 198.000 LFT | 16.00000 3168.00| | BARRICADE, III-B | | | 0059 801-07612 80.000 LFT | 1.15000 92.00| | TEMPORARY PAVEMENT MARKING, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -10 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 802-02475 2.000 EACH | 225.00000 450.00| | SIGN, PANEL, REMOVE AND RELOCATE | | | 0061 802-05704 229.000 LFT | 8.60000 1969.40| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0062 802-07058 5.000 EACH | 110.00000 550.00| | SIGN, SHEET ASSEMBLY, RELOCATE | | | 0063 802-76025 12.000 SFT | 20.00000 240.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0064 802-76035 162.000 SFT | 16.00000 2592.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0065 802-99060 3.000 EACH | 110.00000 330.00| | SIGN AND SUPPORT, WOOD POST, REMOVE | | | 0066 805-02032 2.000 EACH | 170.00000 340.00| | PEDESTRIAN SIGNAL HEAD, 12 IN., RELOCAT | | | 0067 805-06592 225.000 LFT | 11.00000 2475.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0068 805-78467 150.000 LFT | 2.10000 315.00| | SIGNAL CABLE, 3C 8GA. | | | 0069 805-78485 140.000 LFT | 1.55000 217.00| | SIGNAL CABLE, 5C 14GA. | | | 0070 805-78900 2.000 EACH | 485.00000 970.00| | PEDESTAL FOUNDATION, A | | | 0071 808-06703 677.000 LFT | 0.38000 257.26| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0072 808-06713 3317.000 LFT | 0.30000 995.10| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0073 808-06716 3307.000 LFT | 0.60000 1984.20| | LINE, REMOVE | | | 0074 808-75043 226.000 LFT | 1.00000 226.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0075 808-75245 2999.000 LFT | 0.38000 1139.62| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0076 808-75278 75.000 LFT | 4.00000 300.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0077 808-75297 109.000 LFT | 4.00000 436.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -11 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 808-75320 14.000 EACH | 65.00000 910.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0079 808-75998 87.000 EACH | 34.00000 2958.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0080 808-92027 1001.000 LFT | 1.10000 1101.10| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0081 203-02070 660.000 CYS | 7.00000 4620.00| | BORROW | | | SECTION TOTALS | $ 866,398.96| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 866,398.96| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -1 VENDOR RANKING CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : RECONSTRUCTION AND RESURFACE COMPLETION DATE : 10/01/10 LOCATION : ON SR 38 FROM 0.45 MILE TO 1.35 MILES EAST OF I-65 PROJECT(S) : 0101058 4079009 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 2,565,800.00 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 2,674,343.48 104.2304% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,732,943.83 106.5143% 4 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 2,882,646.26 112.3488% 5 35-1139301 E & B PAVING INC $ 2,950,039.68 114.9754% 6 35-1917625 MILESTONE CONTRACTORS LP $ 2,969,674.05 115.7407% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -2 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW SIGN INSTALLATION | | | 0001 105-06845 LUMP | 20000.00000 20000.00| 60000.00000 60000.00| 40550.00000 40550.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 150.00000 150.00| 250.00000 250.00| 108.36000 108.36 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 22.000 MOS | 100.00000 2200.00| 50.00000 1100.00| 70.43000 1549.46 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 94000.00000 94000.00| 134000.00000 134000.00| 241247.03000 241247.03 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 24000.00000 24000.00| 100000.00000 100000.00| 32450.00000 32450.00 CLEARING RIGHT OF WAY | | | 0015 202-02279 4397.000 LFT | 4.42000 19434.74| 4.00000 17588.00| 1.00000 4397.00 CURB AND GUTTER, REMOVE | | | 0016 202-52710 1706.000 SYS | 9.03000 15405.18| 4.25000 7250.50| 1.00000 1706.00 SIDEWALK, CONCRETE, REMOVE | | | 0017 202-91385 4.000 EACH | 242.98000 971.92| 500.00000 2000.00| 150.00000 600.00 INLET, REMOVE | | | 0018 202-96133 140.000 LFT | 10.71000 1499.40| 15.00000 2100.00| 15.00000 2100.00 PIPE, REMOVE | | | 0019 203-02000 11810.000 CYS | 23.41000 276472.10| 25.00000 295250.00| 15.00000 177150.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -3 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-02070 600.000 CYS | 0.02000 12.00| 1.00000 600.00| 0.01000 6.00 BORROW | | | 0021 205-03371 1932.000 CYS | 0.02000 38.64| 1.00000 1932.00| 10.00000 19320.00 SEDIMENT, REMOVE | | | 0022 205-06931 20.000 TON | 50.00000 1000.00| 50.00000 1000.00| 30.00000 600.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06937 3863.000 LFT | 1.40000 5408.20| 1.40000 5408.20| 1.40000 5408.20 TEMPORARY SILT FENCE | | | 0024 207-08263 18983.000 SYS | 5.25000 99660.75| 4.90000 93016.70| 8.29000 157369.07 SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08267 1203.000 SYS | 17.06000 20523.18| 9.00000 10827.00| 21.36000 25696.08 SUBGRADE TREATMENT, TYPE IIIA | | | 0026 211-09264 2987.000 CYS | 16.17000 48299.79| 15.00000 44805.00| 16.00000 47792.00 STRUCTURE BACKFILL, TYPE 1 | | | 0027 211-09265 142.000 CYS | 25.02000 3552.84| 28.00000 3976.00| 25.00000 3550.00 STRUCTURE BACKFILL, TYPE 2 | | | 0028 302-06464 4357.000 CYS | 34.32000 149532.24| 35.00000 152495.00| 36.85000 160555.45 SUBBASE FOR PCCP | | | 0029 302-07455 390.000 CYS | 39.47000 15393.30| 30.00000 11700.00| 33.30000 12987.00 DENSE GRADED SUBBASE | | | 0030 401-07328 25.200 TON | 173.54000 4373.21| 290.00000 7308.00| 188.67000 4754.48 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0031 401-07362 25.200 TON | 168.18000 4238.14| 290.00000 7308.00| 188.67000 4754.48 QC/QA-HMA, 3, 70, INTERMEDIATE, 9.5 mm | | | 0032 406-05520 0.100 TON | 100.00000 10.00| 625.00000 62.50| 677.30000 67.73 ASPHALT FOR TACK COAT | | | 0033 501-06914 17198.000 SYS | 40.22000 691703.56| 41.00000 705118.00| 35.13000 604165.74 QC/QA PCCP , 9.5 IN. | | | 0034 503-05240 13064.000 LFT | 8.37000 109345.68| 9.00000 117576.00| 12.38000 161732.32 D-1 CONTRACTION JOINT | | | 0035 604-07897 7.000 SYS | 122.18000 855.26| 145.00000 1015.00| 195.06000 1365.42 CURB RAMP, CONCRETE, C | | | 0036 604-07900 33.000 SYS | 140.63000 4640.79| 145.00000 4785.00| 197.02000 6501.66 CURB RAMP, CONCRETE, F | | | 0037 604-07900 11.000 SYS | 176.26000 1938.86| 145.00000 1595.00| 232.35000 2555.85 CURB RAMP, CONCRETE, F , MODIFIED | | | 0038 604-07901 80.000 SYS | 152.30000 12184.00| 145.00000 11600.00| 164.89000 13191.20 CURB RAMP, CONCRETE, G | | | 0039 604-07901 27.000 SYS | 154.88000 4181.76| 145.00000 3915.00| 180.92000 4884.84 CURB RAMP, CONCRETE, G , MODIFIED | | | 0040 604-91531 2993.000 SYS | 34.56000 103438.08| 32.00000 95776.00| 35.40000 105952.20 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -4 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 605-06090 7063.000 LFT | 17.10000 120777.30| 7.00000 49441.00| 8.54000 60318.02 CURB, INTEGRAL, CONCRETE | | | 0042 605-06095 131.000 LFT | 33.40000 4375.40| 21.00000 2751.00| 19.29000 2526.99 CURB, INTEGRAL, B, CONCRETE | | | 0043 605-06120 53.000 LFT | 55.77000 2955.81| 24.00000 1272.00| 34.59000 1833.27 CURB, CONCRETE | | | 0044 605-95635 155.000 LFT | 60.94000 9445.70| 21.00000 3255.00| 30.48000 4724.40 CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0045 610-07486 10.000 TON | 228.19000 2281.90| 576.00000 5760.00| 624.72000 6247.20 HMA FOR APPROACHES, TYPE A | | | 0046 610-08446 1025.000 SYS | 42.62000 43685.50| 41.00000 42025.00| 56.80000 58220.00 PCCP FOR APPROACHES, 6 IN. | | | 0047 610-09108 178.000 SYS | 55.39000 9859.42| 46.00000 8188.00| 54.86000 9765.08 PCCP FOR APPROACHES, 9 IN. | | | 0048 616-02320 46.000 SYS | 2.64000 121.44| 5.00000 230.00| 0.80000 36.80 GEOTEXTILES | | | 0049 616-06405 62.000 TON | 50.00000 3100.00| 40.00000 2480.00| 30.00000 1860.00 RIPRAP, REVETMENT | | | 0050 621-01004 3.000 EACH | 350.00000 1050.00| 350.00000 1050.00| 350.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 0.100 TON | 2500.00000 250.00| 2500.00000 250.00| 2500.00000 250.00 FERTILIZER | | | 0052 621-06554 17.000 LBS | 22.00000 374.00| 22.00000 374.00| 22.00000 374.00 SEED MIXTURE, U | | | 0053 621-06565 0.200 TON | 1970.00000 394.00| 1970.00000 394.00| 1970.00000 394.00 MULCHING MATERIAL | | | 0054 621-06567 9.000 kGAL | 1.00000 9.00| 1.00000 9.00| 1.00000 9.00 WATER | | | 0055 621-06575 2182.000 SYS | 2.98000 6502.36| 2.98000 6502.36| 2.98000 6502.36 SODDING, NURSERY | | | 0056 628-09402 22.000 MOS | 1500.00000 33000.00| 1500.00000 33000.00| 2364.82000 52026.04 FIELD OFFICE, B | | | 0057 628-09407 18.000 MOS | 321.05000 5778.90| 125.00000 2250.00| 260.00000 4680.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 each | | | 0058 715-04612 362.000 LFT | 117.71000 42611.02| 100.00000 36200.00| 50.00000 18100.00 PIPE , TYPE 2, DEFORMED, MIN. AREA 6.3 | | | SFT | | | 0059 715-05048 7220.000 LFT | 3.10000 22382.00| 3.00000 21660.00| 3.10000 22382.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0060 715-05146 32.000 LFT | 92.92000 2973.44| 50.00000 1600.00| 65.00000 2080.00 PIPE, TYPE 2, CIRCULAR, 6 IN. , | | | PRESSURE PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -5 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05149 1718.000 LFT | 25.70000 44152.60| 25.00000 42950.00| 35.00000 60130.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0062 715-05151 558.000 LFT | 27.82000 15523.56| 27.00000 15066.00| 45.00000 25110.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0063 715-05152 100.000 LFT | 41.02000 4102.00| 29.00000 2900.00| 40.00000 4000.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0064 715-05153 172.000 LFT | 49.69000 8546.68| 33.00000 5676.00| 45.00000 7740.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0065 715-05156 1275.000 LFT | 48.63000 62003.25| 45.00000 57375.00| 58.00000 73950.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0066 715-05156 359.000 LFT | 116.89000 41963.51| 100.00000 35900.00| 125.00000 44875.00 PIPE, TYPE 2, CIRCULAR, 30 IN. , | | | PRESSURE PIPE | | | 0067 715-05331 158.000 LFT | 72.93000 11522.94| 65.00000 10270.00| 100.00000 15800.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | | SFT. | | | 0068 715-05334 158.000 LFT | 71.25000 11257.50| 80.00000 12640.00| 60.00000 9480.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0069 715-06471 4.000 EACH | 885.30000 3541.20| 500.00000 2000.00| 1000.00000 4000.00 PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | | 0070 715-09064 4862.000 LFT | 1.00000 4862.00| 0.50000 2431.00| 0.75000 3646.50 VIDEO INSPECTION FOR PIPE | | | 0071 715-46095 1.000 EACH | 1548.01000 1548.01| 600.00000 600.00| 1000.00000 1000.00 PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0072 718-06532 7220.000 LFT | 0.65000 4693.00| 0.25000 1805.00| 3.15000 22743.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0073 718-52610 650.000 CYS | 37.20000 24180.00| 35.00000 22750.00| 37.20000 24180.00 AGGREGATE FOR UNDERDRAINS | | | 0074 718-99153 6498.000 SYS | 1.65000 10721.70| 1.00000 6498.00| 1.65000 10721.70 GEOTEXTILES FOR UNDERDRAIN | | | 0075 720-04682 1.000 EACH | 3114.07000 3114.07| 500.00000 500.00| 1200.00000 1200.00 INLET, , SEAL PIPE, MANHOLE | | | 0076 720-44000 22.000 EACH | 395.30000 8696.60| 500.00000 11000.00| 200.00000 4400.00 CASTING, ADJUST TO GRADE | | | 0077 720-45410 1.000 EACH | 1714.33000 1714.33| 2000.00000 2000.00| 3000.00000 3000.00 MANHOLE, C4 | | | 0078 720-45415 1.000 EACH | 2436.69000 2436.69| 2400.00000 2400.00| 3500.00000 3500.00 MANHOLE, D4 | | | 0079 720-45415 4.000 EACH | 4475.09000 17900.36| 2100.00000 8400.00| 5200.00000 20800.00 MANHOLE, D4 , CONFLICT STRUCTURE | | | 0080 720-45510 7.000 EACH | 2188.32000 15318.24| 1250.00000 8750.00| 3200.00000 22400.00 MANHOLE, C4, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -6 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 720-45515 15.000 EACH | 2476.24000 37143.60| 2100.00000 31500.00| 3500.00000 52500.00 MANHOLE, D4, MODIFIED | | | 0082 720-93409 14.000 EACH | 1792.80000 25099.20| 2150.00000 30100.00| 2000.00000 28000.00 INLET, B15, MODIFIED | | | 0083 720-93411 8.000 EACH | 1773.54000 14188.32| 2150.00000 17200.00| 2100.00000 16800.00 INLET, C15, MODIFIED | | | 0084 720-98174 23.000 EACH | 1792.80000 41234.40| 2000.00000 46000.00| 2200.00000 50600.00 INLET, B15 | | | 0085 720-98555 9.000 EACH | 1805.64000 16250.76| 2000.00000 18000.00| 2200.00000 19800.00 INLET, C15 | | | 0086 801-03290 2.000 EACH | 195.00000 390.00| 195.00000 390.00| 195.00000 390.00 CONSTRUCTION SIGN, C | | | 0087 801-06625 20.000 EACH | 85.00000 1700.00| 85.00000 1700.00| 85.00000 1700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0088 801-06640 26.000 EACH | 145.00000 3770.00| 145.00000 3770.00| 145.00000 3770.00 CONSTRUCTION SIGN, A | | | 0089 801-06775 LUMP | 25359.95000 25359.95| 100000.00000 100000.00| 36853.15000 36853.15 MAINTAINING TRAFFIC | | | 0090 801-07118 300.000 LFT | 10.00000 3000.00| 10.00000 3000.00| 10.00000 3000.00 BARRICADE, III-A | | | 0091 801-07119 200.000 LFT | 15.00000 3000.00| 15.00000 3000.00| 15.00000 3000.00 BARRICADE, III-B | | | 0092 802-05701 415.600 LFT | 12.50000 5195.00| 12.50000 5195.00| 12.50000 5195.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0093 802-76025 239.300 SFT | 22.00000 5264.60| 22.00000 5264.60| 22.00000 5264.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0094 808-03631 7248.000 LFT | 0.38000 2754.24| 0.38000 2754.24| 0.38000 2754.24 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0095 808-03632 5500.000 LFT | 0.38000 2090.00| 0.38000 2090.00| 0.38000 2090.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0096 808-06680 186.000 LFT | 11.95000 2222.70| 11.95000 2222.70| 11.95000 2222.70 TRANSVERSE MARKINGS, EPOXY , CROSSWALK, | | | WHITE, 24 IN | | | 0097 808-07310 297.000 LFT | 5.98000 1776.06| 5.98000 1776.06| 5.98000 1776.06 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0098 808-74805 191.000 LFT | 11.95000 2282.45| 11.95000 2282.45| 11.95000 2282.45 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0099 808-74807 3.000 EACH | 125.00000 375.00| 125.00000 375.00| 125.00000 375.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -7 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 808-74808 3.000 EACH | 179.00000 537.00| 179.00000 537.00| 179.00000 537.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0101 808-74809 1.000 EACH | 795.00000 795.00| 795.00000 795.00| 795.00000 795.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0102 808-94455 606.000 LFT | 2.98000 1805.88| 2.98000 1805.88| 2.98000 1805.88 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0103 808-98000 2298.000 LFT | 3.98000 9146.04| 3.98000 9146.04| 3.98000 9146.04 LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0104 306-08037 305.000 SYS | 11.31000 3449.55| 8.00000 2440.00| 15.89000 4846.45 MILLING, ASPHALT, 3 IN. | | | 0105 501-06727 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 1732.79000 1732.79 CORING, PCCP | | | 0106 605-94811 2.000 EACH | 700.00000 1400.00| 500.00000 1000.00| 1358.22000 2716.44 CURB TURNOUT | | | 0107 621-06557 25.000 LBS | 27.45000 686.25| 27.45000 686.25| 27.45000 686.25 SEED MIXTURE, T | | | 0108 202-03875 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 1037.99000 1037.99 CONCRETE STEPS, REMOVE | | | 0109 604-44251 2.730 CYS | 500.00000 1365.00| 500.00000 1365.00| 368.08000 1004.86 STEPS, CONCRETE | | | 0110 601-98988 8.000 LFT | 400.00000 3200.00| 400.00000 3200.00| 400.00000 3200.00 HANDRAIL, ALUMINUM, 1.5 IN. , SCHEDULE | | | 40 | | | 0111 202-91707 3.000 EACH | 950.00000 2850.00| 500.00000 1500.00| 1800.00000 5400.00 LIGHT FIXTURE AND CONDUIT, REMOVE | | | 0112 615-06527 1.000 EACH | 520.95000 520.95| 530.00000 530.00| 530.00000 530.00 MONUMENT, SECTION CORNER | | | SECTION TOTALS | $ 2,565,800.00| $ 2,674,343.48| $ 2,732,943.83 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,565,800.00| $ 2,674,343.48| $ 2,732,943.83 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -8 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-1139301 |( 6 ) 35-1917625 |BERNS CONSTRUCTION COMPANY I |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW SIGN INSTALLATION | | | 0001 105-06845 LUMP | 49000.00000 49000.00| 118747.90000 118747.90| 26000.00000 26000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 200.00000 200.00| 68.31000 68.31| 85.00000 85.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 22.000 MOS | 100.00000 2200.00| 49.44000 1087.68| 110.00000 2420.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 144132.31000 144132.31| 147501.98000 147501.98| 149500.00000 149500.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 14413.23000 14413.23| 14750.20000 14750.20| 49000.00000 49000.00 CLEARING RIGHT OF WAY | | | 0015 202-02279 4397.000 LFT | 4.00000 17588.00| 6.12000 26909.64| 4.50000 19786.50 CURB AND GUTTER, REMOVE | | | 0016 202-52710 1706.000 SYS | 7.20000 12283.20| 7.65000 13050.90| 5.00000 8530.00 SIDEWALK, CONCRETE, REMOVE | | | 0017 202-91385 4.000 EACH | 360.00000 1440.00| 510.00000 2040.00| 415.00000 1660.00 INLET, REMOVE | | | 0018 202-96133 140.000 LFT | 18.00000 2520.00| 10.20000 1428.00| 25.00000 3500.00 PIPE, REMOVE | | | 0019 203-02000 11810.000 CYS | 24.00000 283440.00| 20.91000 246947.10| 15.00000 177150.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -9 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-1139301 |( 6 ) 35-1917625 |BERNS CONSTRUCTION COMPANY I |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-02070 600.000 CYS | 1.00000 600.00| 1.02000 612.00| 18.00000 10800.00 BORROW | | | 0021 205-03371 1932.000 CYS | 1.00000 1932.00| 8.16000 15765.12| 1.00000 1932.00 SEDIMENT, REMOVE | | | 0022 205-06931 20.000 TON | 47.00000 940.00| 40.80000 816.00| 90.00000 1800.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06937 3863.000 LFT | 1.40000 5408.20| 1.79000 6914.77| 2.50000 9657.50 TEMPORARY SILT FENCE | | | 0024 207-08263 18983.000 SYS | 5.40000 102508.20| 5.25000 99660.75| 7.50000 142372.50 SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08267 1203.000 SYS | 12.00000 14436.00| 14.28000 17178.84| 20.00000 24060.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0026 211-09264 2987.000 CYS | 19.00000 56753.00| 30.60000 91402.20| 23.00000 68701.00 STRUCTURE BACKFILL, TYPE 1 | | | 0027 211-09265 142.000 CYS | 29.00000 4118.00| 48.96000 6952.32| 35.00000 4970.00 STRUCTURE BACKFILL, TYPE 2 | | | 0028 302-06464 4357.000 CYS | 45.00000 196065.00| 38.98000 169835.86| 58.50000 254884.50 SUBBASE FOR PCCP | | | 0029 302-07455 390.000 CYS | 38.00000 14820.00| 43.74000 17058.60| 65.00000 25350.00 DENSE GRADED SUBBASE | | | 0030 401-07328 25.200 TON | 290.00000 7308.00| 473.28000 11926.66| 464.00000 11692.80 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0031 401-07362 25.200 TON | 290.00000 7308.00| 473.28000 11926.66| 464.00000 11692.80 QC/QA-HMA, 3, 70, INTERMEDIATE, 9.5 mm | | | 0032 406-05520 0.100 TON | 625.00000 62.50| 869.04000 86.90| 852.00000 85.20 ASPHALT FOR TACK COAT | | | 0033 501-06914 17198.000 SYS | 47.00000 808306.00| 41.62000 715780.76| 37.50000 644925.00 QC/QA PCCP , 9.5 IN. | | | 0034 503-05240 13064.000 LFT | 9.00000 117576.00| 10.23000 133644.72| 10.60000 138478.40 D-1 CONTRACTION JOINT | | | 0035 604-07897 7.000 SYS | 200.00000 1400.00| 85.20000 596.40| 230.00000 1610.00 CURB RAMP, CONCRETE, C | | | 0036 604-07900 33.000 SYS | 200.00000 6600.00| 85.20000 2811.60| 270.00000 8910.00 CURB RAMP, CONCRETE, F | | | 0037 604-07900 11.000 SYS | 200.00000 2200.00| 85.20000 937.20| 340.00000 3740.00 CURB RAMP, CONCRETE, F , MODIFIED | | | 0038 604-07901 80.000 SYS | 200.00000 16000.00| 85.20000 6816.00| 250.00000 20000.00 CURB RAMP, CONCRETE, G | | | 0039 604-07901 27.000 SYS | 200.00000 5400.00| 85.20000 2300.40| 400.00000 10800.00 CURB RAMP, CONCRETE, G , MODIFIED | | | 0040 604-91531 2993.000 SYS | 33.00000 98769.00| 41.33000 123700.69| 38.50000 115230.50 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -10 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-1139301 |( 6 ) 35-1917625 |BERNS CONSTRUCTION COMPANY I |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 605-06090 7063.000 LFT | 8.00000 56504.00| 12.37000 87369.31| 10.00000 70630.00 CURB, INTEGRAL, CONCRETE | | | 0042 605-06095 131.000 LFT | 18.00000 2358.00| 12.37000 1620.47| 34.00000 4454.00 CURB, INTEGRAL, B, CONCRETE | | | 0043 605-06120 53.000 LFT | 25.00000 1325.00| 16.35000 866.55| 53.00000 2809.00 CURB, CONCRETE | | | 0044 605-95635 155.000 LFT | 20.00000 3100.00| 12.37000 1917.35| 34.00000 5270.00 CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0045 610-07486 10.000 TON | 576.00000 5760.00| 637.50000 6375.00| 430.00000 4300.00 HMA FOR APPROACHES, TYPE A | | | 0046 610-08446 1025.000 SYS | 46.00000 47150.00| 69.45000 71186.25| 46.00000 47150.00 PCCP FOR APPROACHES, 6 IN. | | | 0047 610-09108 178.000 SYS | 51.00000 9078.00| 69.45000 12362.10| 52.00000 9256.00 PCCP FOR APPROACHES, 9 IN. | | | 0048 616-02320 46.000 SYS | 2.20000 101.20| 3.06000 140.76| 1.00000 46.00 GEOTEXTILES | | | 0049 616-06405 62.000 TON | 39.00000 2418.00| 31.62000 1960.44| 53.00000 3286.00 RIPRAP, REVETMENT | | | 0050 621-01004 3.000 EACH | 350.00000 1050.00| 459.00000 1377.00| 575.00000 1725.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 0.100 TON | 2500.00000 250.00| 1173.00000 117.30| 2700.00000 270.00 FERTILIZER | | | 0052 621-06554 17.000 LBS | 22.00000 374.00| 16.32000 277.44| 24.00000 408.00 SEED MIXTURE, U | | | 0053 621-06565 0.200 TON | 1970.00000 394.00| 510.00000 102.00| 2150.00000 430.00 MULCHING MATERIAL | | | 0054 621-06567 9.000 kGAL | 1.00000 9.00| 10.20000 91.80| 1.00000 9.00 WATER | | | 0055 621-06575 2182.000 SYS | 9.10000 19856.20| 3.16000 6895.12| 8.00000 17456.00 SODDING, NURSERY | | | 0056 628-09402 22.000 MOS | 2200.00000 48400.00| 2172.37000 47792.14| 2250.00000 49500.00 FIELD OFFICE, B | | | 0057 628-09407 18.000 MOS | 160.00000 2880.00| 218.36000 3930.48| 275.00000 4950.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 each | | | 0058 715-04612 362.000 LFT | 110.00000 39820.00| 109.14000 39508.68| 115.00000 41630.00 PIPE , TYPE 2, DEFORMED, MIN. AREA 6.3 | | | SFT | | | 0059 715-05048 7220.000 LFT | 4.10000 29602.00| 4.59000 33139.80| 5.00000 36100.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0060 715-05146 32.000 LFT | 120.00000 3840.00| 86.70000 2774.40| 52.00000 1664.00 PIPE, TYPE 2, CIRCULAR, 6 IN. , | | | PRESSURE PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -11 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-1139301 |( 6 ) 35-1917625 |BERNS CONSTRUCTION COMPANY I |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05149 1718.000 LFT | 25.00000 42950.00| 27.54000 47313.72| 41.00000 70438.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0062 715-05151 558.000 LFT | 27.00000 15066.00| 28.56000 15936.48| 37.00000 20646.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0063 715-05152 100.000 LFT | 29.00000 2900.00| 35.70000 3570.00| 39.00000 3900.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0064 715-05153 172.000 LFT | 33.00000 5676.00| 49.98000 8596.56| 40.00000 6880.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0065 715-05156 1275.000 LFT | 53.00000 67575.00| 43.86000 55921.50| 51.00000 65025.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0066 715-05156 359.000 LFT | 140.00000 50260.00| 194.82000 69940.38| 130.00000 46670.00 PIPE, TYPE 2, CIRCULAR, 30 IN. , | | | PRESSURE PIPE | | | 0067 715-05331 158.000 LFT | 65.00000 10270.00| 96.90000 15310.20| 100.00000 15800.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | | SFT. | | | 0068 715-05334 158.000 LFT | 76.00000 12008.00| 90.78000 14343.24| 100.00000 15800.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0069 715-06471 4.000 EACH | 670.00000 2680.00| 306.00000 1224.00| 690.00000 2760.00 PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | | 0070 715-09064 4862.000 LFT | 1.00000 4862.00| 1.22000 5931.64| 1.00000 4862.00 VIDEO INSPECTION FOR PIPE | | | 0071 715-46095 1.000 EACH | 1500.00000 1500.00| 714.00000 714.00| 550.00000 550.00 PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0072 718-06532 7220.000 LFT | 0.65000 4693.00| 0.82000 5920.40| 0.70000 5054.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0073 718-52610 650.000 CYS | 31.00000 20150.00| 43.86000 28509.00| 40.00000 26000.00 AGGREGATE FOR UNDERDRAINS | | | 0074 718-99153 6498.000 SYS | 1.00000 6498.00| 1.58000 10266.84| 1.75000 11371.50 GEOTEXTILES FOR UNDERDRAIN | | | 0075 720-04682 1.000 EACH | 510.00000 510.00| 765.00000 765.00| 750.00000 750.00 INLET, , SEAL PIPE, MANHOLE | | | 0076 720-44000 22.000 EACH | 670.00000 14740.00| 336.60000 7405.20| 525.00000 11550.00 CASTING, ADJUST TO GRADE | | | 0077 720-45410 1.000 EACH | 2600.00000 2600.00| 1581.00000 1581.00| 2450.00000 2450.00 MANHOLE, C4 | | | 0078 720-45415 1.000 EACH | 3100.00000 3100.00| 2856.00000 2856.00| 3100.00000 3100.00 MANHOLE, D4 | | | 0079 720-45415 4.000 EACH | 6200.00000 24800.00| 4386.00000 17544.00| 4300.00000 17200.00 MANHOLE, D4 , CONFLICT STRUCTURE | | | 0080 720-45510 7.000 EACH | 2100.00000 14700.00| 1693.20000 11852.40| 2500.00000 17500.00 MANHOLE, C4, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -12 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-1139301 |( 6 ) 35-1917625 |BERNS CONSTRUCTION COMPANY I |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 720-45515 15.000 EACH | 3100.00000 46500.00| 2856.00000 42840.00| 3250.00000 48750.00 MANHOLE, D4, MODIFIED | | | 0082 720-93409 14.000 EACH | 2000.00000 28000.00| 1785.00000 24990.00| 2260.00000 31640.00 INLET, B15, MODIFIED | | | 0083 720-93411 8.000 EACH | 2000.00000 16000.00| 1785.00000 14280.00| 2870.00000 22960.00 INLET, C15, MODIFIED | | | 0084 720-98174 23.000 EACH | 2100.00000 48300.00| 1785.00000 41055.00| 2050.00000 47150.00 INLET, B15 | | | 0085 720-98555 9.000 EACH | 2100.00000 18900.00| 1785.00000 16065.00| 2750.00000 24750.00 INLET, C15 | | | 0086 801-03290 2.000 EACH | 195.00000 390.00| 198.90000 397.80| 220.00000 440.00 CONSTRUCTION SIGN, C | | | 0087 801-06625 20.000 EACH | 85.00000 1700.00| 86.70000 1734.00| 95.00000 1900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0088 801-06640 26.000 EACH | 145.00000 3770.00| 147.90000 3845.40| 170.00000 4420.00 CONSTRUCTION SIGN, A | | | 0089 801-06775 LUMP | 78000.00000 78000.00| 92555.36000 92555.36| 112000.00000 112000.00 MAINTAINING TRAFFIC | | | 0090 801-07118 300.000 LFT | 10.00000 3000.00| 10.20000 3060.00| 11.00000 3300.00 BARRICADE, III-A | | | 0091 801-07119 200.000 LFT | 15.00000 3000.00| 15.30000 3060.00| 17.00000 3400.00 BARRICADE, III-B | | | 0092 802-05701 415.600 LFT | 12.50000 5195.00| 18.36000 7630.42| 14.00000 5818.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0093 802-76025 239.300 SFT | 22.00000 5264.60| 16.32000 3905.38| 24.00000 5743.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0094 808-03631 7248.000 LFT | 0.38000 2754.24| 0.39000 2826.72| 0.50000 3624.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0095 808-03632 5500.000 LFT | 0.38000 2090.00| 0.39000 2145.00| 0.50000 2750.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0096 808-06680 186.000 LFT | 11.95000 2222.70| 12.19000 2267.34| 14.00000 2604.00 TRANSVERSE MARKINGS, EPOXY , CROSSWALK, | | | WHITE, 24 IN | | | 0097 808-07310 297.000 LFT | 5.98000 1776.06| 6.10000 1811.70| 6.75000 2004.75 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0098 808-74805 191.000 LFT | 11.95000 2282.45| 12.19000 2328.29| 13.20000 2521.20 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0099 808-74807 3.000 EACH | 125.00000 375.00| 127.50000 382.50| 140.00000 420.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -13 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-1139301 |( 6 ) 35-1917625 |BERNS CONSTRUCTION COMPANY I |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 808-74808 3.000 EACH | 179.00000 537.00| 182.58000 547.74| 200.00000 600.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0101 808-74809 1.000 EACH | 795.00000 795.00| 810.90000 810.90| 875.00000 875.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0102 808-94455 606.000 LFT | 2.98000 1805.88| 3.04000 1842.24| 3.30000 1999.80 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0103 808-98000 2298.000 LFT | 3.98000 9146.04| 4.06000 9329.88| 4.25000 9766.50 LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0104 306-08037 305.000 SYS | 23.00000 7015.00| 6.70000 2043.50| 32.00000 9760.00 MILLING, ASPHALT, 3 IN. | | | 0105 501-06727 LUMP | 2000.00000 2000.00| 2202.22000 2202.22| 1750.00000 1750.00 CORING, PCCP | | | 0106 605-94811 2.000 EACH | 1300.00000 2600.00| 1260.41000 2520.82| 275.00000 550.00 CURB TURNOUT | | | 0107 621-06557 25.000 LBS | 27.45000 686.25| 13.26000 331.50| 30.00000 750.00 SEED MIXTURE, T | | | 0108 202-03875 1.000 EACH | 1400.00000 1400.00| 1530.00000 1530.00| 400.00000 400.00 CONCRETE STEPS, REMOVE | | | 0109 604-44251 2.730 CYS | 1600.00000 4368.00| 1001.34000 2733.66| 3500.00000 9555.00 STEPS, CONCRETE | | | 0110 601-98988 8.000 LFT | 400.00000 3200.00| 45.90000 367.20| 430.00000 3440.00 HANDRAIL, ALUMINUM, 1.5 IN. , SCHEDULE | | | 40 | | | 0111 202-91707 3.000 EACH | 500.00000 1500.00| 1122.00000 3366.00| 1500.00000 4500.00 LIGHT FIXTURE AND CONDUIT, REMOVE | | | 0112 615-06527 1.000 EACH | 530.00000 530.00| 663.00000 663.00| 550.00000 550.00 MONUMENT, SECTION CORNER | | | SECTION TOTALS | $ 2,882,646.26| $ 2,950,039.68| $ 2,969,674.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,882,646.26| $ 2,950,039.68| $ 2,969,674.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 251 -1 VENDOR RANKING CALL ORDER : 251 CONTRACT ID : R -30745-A COUNTIES : HUNTINGTON WABASH LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT GRANT DESCRIPTION : INSTITUTION AND PARK ROAD MAINTENANCE COMPLETION DATE : 11/06/09 LOCATION : AT VARIOUS LOCATIONS WITHIN THE FORT WAYNE DISTRICT PROJECT(S) : 0710852 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN INC $ 376,188.75 100.0000% 2 35-1139301 E & B PAVING INC $ 389,543.42 103.5500% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 397,056.21 105.5471% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 251 -2 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -30745-A COUNTIES : HUNTINGTON WABASH LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT GRANT ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 105-08520 1.000 EACH | 300.00000 300.00| 120.00000 120.00| 80.00000 80.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 3.000 MOS | 50.00000 150.00| 90.00000 270.00| 36.00000 108.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 18500.00000 18500.00| 19100.00000 19100.00| 19500.00000 19500.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 303-07449 85.000 TON | 65.00000 5525.00| 5.00000 425.00| 28.43000 2416.55 COMPACTED AGGREGATE, NO. 73 | | | 0011 306-08043 1850.000 SYS | 3.70000 6845.00| 10.00000 18500.00| 3.99000 7381.50 MILLING, TRANSITION | | | 0012 402-07433 4750.000 TON | 52.00000 247000.00| 58.00000 275500.00| 56.51000 268422.50 HMA SURFACE, TYPE B | | | 0013 402-07438 300.000 TON | 47.00000 14100.00| 50.00000 15000.00| 45.50000 13650.00 HMA INTERMEDIATE, TYPE B | | | 0014 402-07451 170.000 TON | 100.00000 17000.00| 66.00000 11220.00| 65.27000 11095.90 HMA WEDGE AND LEVEL, TYPE B | | | 0015 404-05512 29950.000 SYS | 1.30000 38935.00| 1.35000 40432.50| 1.32000 39534.00 SEAL COAT, 3 | | | 0016 406-05520 15.000 TON | 0.01000 0.15| 50.00000 750.00| 0.01000 0.15 ASPHALT FOR TACK COAT | | | 0017 628-09408 5.000 MOS | 300.00000 1500.00| 200.00000 1000.00| 50.00000 250.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0018 628-09409 5.000 MOS | 100.00000 500.00| 60.00000 300.00| 20.00000 100.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0019 801-03290 12.000 EACH | 145.00000 1740.00| 50.00000 600.00| 145.00000 1740.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 251 -3 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -30745-A COUNTIES : HUNTINGTON WABASH LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT GRANT ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-06640 28.000 EACH | 100.00000 2800.00| 50.00000 1400.00| 100.00000 2800.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP | 16000.00000 16000.00| 600.00000 600.00| 23245.53000 23245.53 MAINTAINING TRAFFIC | | | 0022 801-92448 432.000 DAY | 2.25000 972.00| 0.01000 4.32| 0.01000 4.32 CONSTRUCTION SIGNS, MOBILE | | | 0023 808-06713 13200.000 LFT | 0.30000 3960.00| 0.30000 3960.00| 0.48000 6336.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 652.000 LFT | 0.30000 195.60| 0.30000 195.60| 0.48000 312.96 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-06726 16.000 LFT | 10.00000 160.00| 10.00000 160.00| 4.55000 72.80 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 376,188.75| $ 389,543.42| $ 397,056.21 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 376,188.75| $ 389,543.42| $ 397,056.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -1 VENDOR RANKING CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 07/01/10 LOCATION : ON CALUMET AVENUE FROM FISHER STREET TO 45TH AVENUE PROJECT(S) : 9945079 IN MUMCTER ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,443,391.69 100.0000% 2 35-1120685 WALSH & KELLY INC $ 1,559,265.04 108.0279% 3 35-1035122 GARIUP CONSTRUCTION CO INC $ 1,869,000.00 129.4867% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -2 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1035122 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 3700.00000 3700.00| 90000.00000 90000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 130110.00000 130110.00| 84000.00000 84000.00| 79256.60000 79256.60 MOBILIZATION AND DEMOBILIZATION | | | 0009 202-01300 10.000 EACH | 25.00000 250.00| 25.00000 250.00| 28.00000 280.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-01845 2965.000 LFT | 1.00000 2965.00| 1.00000 2965.00| 1.10000 3261.50 CONDUIT, REMOVE | | | 0011 202-02240 2889.000 SYS | 2.00000 5778.00| 4.00000 11556.00| 16.00000 46224.00 PAVEMENT REMOVAL | | | 0012 202-02278 260.000 LFT | 10.00000 2600.00| 4.00000 1040.00| 12.00000 3120.00 CURB, CONCRETE, REMOVE | | | 0013 202-02279 3502.000 LFT | 5.00000 17510.00| 5.00000 17510.00| 11.00000 38522.00 CURB AND GUTTER, REMOVE | | | 0014 202-02928 15.000 EACH | 330.00000 4950.00| 300.00000 4500.00| 250.00000 3750.00 CATCH BASIN, REMOVE | | | 0015 202-52710 136.000 SYS | 18.00000 2448.00| 14.00000 1904.00| 15.00000 2040.00 SIDEWALK, CONCRETE, REMOVE | | | 0016 202-74080 2.000 EACH | 680.00000 1360.00| 680.00000 1360.00| 750.00000 1500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0017 202-86946 10.000 EACH | 120.00000 1200.00| 120.00000 1200.00| 130.00000 1300.00 HANDHOLE, REMOVE | | | 0018 202-90277 1.000 EACH | 120.00000 120.00| 120.00000 120.00| 130.00000 130.00 DETECTOR HOUSING, REMOVE | | | 0019 202-96133 390.000 LFT | 10.50000 4095.00| 0.10000 39.00| 10.00000 3900.00 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -3 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1035122 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-02020 6373.000 CYS | 5.00000 31865.00| 18.00000 114714.00| 18.00000 114714.00 EXCAVATION, UNCLASSIFIED | | | 0021 205-02237 30.000 EACH | 140.00000 4200.00| 125.00000 3750.00| 150.00000 4500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 205-06937 3133.000 LFT | 2.00000 6266.00| 1.70000 5326.10| 4.00000 12532.00 TEMPORARY SILT FENCE | | | 0023 207-08262 3380.000 SYS | 9.00000 30420.00| 25.00000 84500.00| 18.00000 60840.00 SUBGRADE TREATMENT, TYPE I | | | 0024 207-08267 861.000 SYS | 15.00000 12915.00| 30.00000 25830.00| 10.00000 8610.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-07454 200.000 CYS | 17.75000 3550.00| 0.10000 20.00| 30.00000 6000.00 STRUCTURE BACKFILL | | | 0026 301-07448 1558.000 TON | 21.00000 32718.00| 24.00000 37392.00| 20.00000 31160.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-60012 1037.000 TON | 24.00000 24888.00| 50.00000 51850.00| 25.00000 25925.00 AGGREGATE, 2 | | | 0028 304-07491 853.000 TON | 50.00000 42650.00| 135.00000 115155.00| 160.00000 136480.00 HMA PATCHING, TYPE C | | | 0029 306-08034 20506.000 SYS | 2.25000 46138.50| 1.75000 35885.50| 1.30000 26657.80 MILLING, ASPHALT, 1 1/2 IN. | | | 0030 401-07320 234.000 TON | 82.00000 19188.00| 78.00000 18252.00| 105.00000 24570.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0031 401-07328 1916.000 TON | 74.25000 142263.00| 70.00000 134120.00| 95.00000 182020.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0032 401-07389 390.000 TON | 64.50000 25155.00| 67.00000 26130.00| 90.00000 35100.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0033 401-07398 373.000 TON | 79.00000 29467.00| 70.00000 26110.00| 92.00000 34316.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07408 1717.000 TON | 60.50000 103878.50| 60.17000 103311.89| 82.00000 140794.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0035 402-07452 1917.000 TON | 56.00000 107352.00| 65.00000 124605.00| 88.00000 168696.00 HMA WEDGE AND LEVEL, TYPE C | | | 0036 406-05520 12.000 TON | 425.00000 5100.00| 1000.00000 12000.00| 1600.00000 19200.00 ASPHALT FOR TACK COAT | | | 0037 604-07896 82.000 SYS | 110.00000 9020.00| 130.00000 10660.00| 150.00000 12300.00 CURB RAMP, CONCRETE, B | | | 0038 604-07901 44.000 SYS | 140.00000 6160.00| 130.00000 5720.00| 150.00000 6600.00 CURB RAMP, CONCRETE, G | | | 0039 604-91404 10.000 SYS | 56.00000 560.00| 200.00000 2000.00| 100.00000 1000.00 SIDEWALK, CONCRETE, 5 IN. | | | 0040 605-06090 460.000 LFT | 27.00000 12420.00| 1.00000 460.00| 20.00000 9200.00 CURB, INTEGRAL, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -4 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1035122 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 605-06155 3502.000 LFT | 15.00000 52530.00| 17.00000 59534.00| 25.00000 87550.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0042 610-09108 861.000 SYS | 65.00000 55965.00| 65.00000 55965.00| 58.00000 49938.00 PCCP FOR APPROACHES, 9 IN. | | | 0043 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06557 60.000 LBS | 20.65000 1239.00| 20.65000 1239.00| 12.00000 720.00 SEED MIXTURE, T | | | 0045 621-06567 29.000 kGAL | 1.00000 29.00| 1.00000 29.00| 35.00000 1015.00 WATER | | | 0046 621-06570 215.000 CYS | 40.00000 8600.00| 45.00000 9675.00| 45.00000 9675.00 TOP SOIL | | | 0047 621-06575 1934.000 SYS | 6.38000 12338.92| 4.98000 9631.32| 8.50000 16439.00 SODDING, NURSERY | | | 0048 628-09401 12.000 MOS | 2500.00000 30000.00| 3000.00000 36000.00| 2300.00000 27600.00 FIELD OFFICE, A | | | 0049 715-04482 5.000 EACH | 1500.00000 7500.00| 900.00000 4500.00| 500.00000 2500.00 PIPE CONNECTION COLLAR AND PAD | | | 0050 715-05048 453.000 LFT | 18.00000 8154.00| 9.00000 4077.00| 30.00000 13590.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0051 715-05149 518.000 LFT | 48.00000 24864.00| 61.00000 31598.00| 45.00000 23310.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0052 715-08306 127.000 TON | 110.50000 14033.50| 140.00000 17780.00| 200.00000 25400.00 HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0053 718-06532 453.000 LFT | 4.50000 2038.50| 4.00000 1812.00| 7.00000 3171.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0054 718-52610 38.000 CYS | 54.65000 2076.70| 30.00000 1140.00| 30.00000 1140.00 AGGREGATE FOR UNDERDRAINS | | | 0055 720-44000 42.000 EACH | 270.00000 11340.00| 250.00000 10500.00| 300.00000 12600.00 CASTING, ADJUST TO GRADE | | | 0056 720-45005 1.000 EACH | 1365.00000 1365.00| 1700.00000 1700.00| 1400.00000 1400.00 INLET, A2 | | | 0057 720-45045 9.000 EACH | 1370.00000 12330.00| 1800.00000 16200.00| 1450.00000 13050.00 INLET, J10 | | | 0058 720-45235 5.000 EACH | 1685.00000 8425.00| 2000.00000 10000.00| 1700.00000 8500.00 CATCH BASIN, E7 | | | 0059 720-45240 3.000 EACH | 2045.00000 6135.00| 2100.00000 6300.00| 1700.00000 5100.00 CATCH BASIN, J10 | | | 0060 720-94840 9.000 EACH | 600.00000 5400.00| 250.00000 2250.00| 350.00000 3150.00 CASTING, ADJUST TO GRADE, WATER VALVE | | | 0061 720-96999 1.000 EACH | 4000.00000 4000.00| 3500.00000 3500.00| 3200.00000 3200.00 FIRE HYDRANT ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -5 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1035122 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 732-97009 1.000 EACH | 950.00000 950.00| 900.00000 900.00| 1000.00000 1000.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0063 801-01504 4.000 EACH | 35.00000 140.00| 48.00000 192.00| 52.00000 208.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0064 801-06203 14519.000 LFT | 0.16000 2323.04| 0.13000 1887.47| 0.15000 2177.85 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0065 801-06206 1121.000 LFT | 0.30000 336.30| 0.40000 448.40| 0.45000 504.45 TEMPORARY PAVEMENT MARKING, 6 IN. | | | 0066 801-06207 1450.000 LFT | 0.90000 1305.00| 1.25000 1812.50| 0.30000 435.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0067 801-06577 213.000 LFT | 5.10000 1086.30| 2.00000 426.00| 3.50000 745.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0068 801-06640 2.000 EACH | 165.00000 330.00| 196.00000 392.00| 220.00000 440.00 CONSTRUCTION SIGN, A | | | 0069 801-06645 16.000 EACH | 125.00000 2000.00| 50.00000 800.00| 60.00000 960.00 CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP | 76500.00000 76500.00| 20000.00000 20000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0071 801-07118 60.000 LFT | 16.00000 960.00| 10.50000 630.00| 12.00000 720.00 BARRICADE, III-A | | | 0072 801-07612 213.000 LFT | 1.20000 255.60| 2.79000 594.27| 3.00000 639.00 TEMPORARY PAVEMENT MARKING, 24 IN. | | | 0073 802-05701 60.000 LFT | 13.00000 780.00| 13.00000 780.00| 14.00000 840.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0074 802-07135 8.000 EACH | 2091.00000 16728.00| 2091.00000 16728.00| 2300.00000 18400.00 CABLE SPAN SIGN STRUCTURE FOUNDATION, I | | | 0075 802-76025 85.250 SFT | 13.21000 1126.15| 13.21000 1126.15| 14.00000 1193.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0076 802-76125 4.000 EACH | 8792.00000 35168.00| 8792.00000 35168.00| 9200.00000 36800.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0077 805-01579 LUMP | 1400.00000 1400.00| 1400.00000 1400.00| 1600.00000 1600.00 MISCELLANEOUS EQUIPMENT FOR SYSTEM LOOP | | | AND INTERCONNECT | | | 0078 805-01842 4.000 EACH | 632.00000 2528.00| 632.00000 2528.00| 700.00000 2800.00 HANDHOLE, SIGNAL | | | 0079 805-01844 2980.000 LFT | 11.62000 34627.60| 11.62000 34627.60| 13.00000 38740.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -6 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1035122 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 805-02087 LUMP | 520.00000 520.00| 520.00000 520.00| 580.00000 580.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0081 805-02152 8.000 EACH | 745.00000 5960.00| 745.00000 5960.00| 800.00000 6400.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0082 805-02373 4106.000 LFT | 3.40000 13960.40| 3.40000 13960.40| 3.60000 14781.60 INTERCONNECT CABLE, FIBER OPTIC | | | 0083 805-04969 1.000 EACH | 2600.00000 2600.00| 2600.00000 2600.00| 2800.00000 2800.00 SPLICE , FIBER OPTIC | | | 0084 805-04989 1.000 EACH | 5700.00000 5700.00| 5700.00000 5700.00| 6100.00000 6100.00 POWER SUPPLY , UNINTERRUPTABLE | | | 0085 805-78100 1.000 EACH | 13400.00000 13400.00| 13400.00000 13400.00| 14200.00000 14200.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0086 805-78205 6.000 EACH | 1000.00000 6000.00| 1000.00000 6000.00| 1100.00000 6600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0087 805-78230 4.000 EACH | 1320.00000 5280.00| 1320.00000 5280.00| 1450.00000 5800.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0088 805-78370 8.000 EACH | 145.00000 1160.00| 145.00000 1160.00| 160.00000 1280.00 PEDESTRIAN PUSH BUTTON | | | 0089 805-78470 696.000 LFT | 0.50000 348.00| 0.50000 348.00| 0.60000 417.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0090 805-78785 1.000 EACH | 610.00000 610.00| 610.00000 610.00| 650.00000 650.00 SIGNAL DETECTOR HOUSING | | | 0091 805-78795 696.000 LFT | 8.88000 6180.48| 8.88000 6180.48| 10.00000 6960.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0092 805-92951 4.000 EACH | 145.00000 580.00| 145.00000 580.00| 160.00000 640.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0093 805-96260 1600.000 LFT | 3.00000 4800.00| 3.00000 4800.00| 3.50000 5600.00 FIBER OPTICS CABLE, IN CONDUIT , REMOVE | | | AND REINSTALL | | | 0094 808-06701 1690.000 LFT | 0.35000 591.50| 0.26000 439.40| 0.30000 507.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0095 808-75043 2010.000 LFT | 0.35000 703.50| 0.89000 1788.90| 1.00000 2010.00 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0096 808-75240 1976.000 LFT | 0.35000 691.60| 0.28000 553.28| 0.40000 790.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -7 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1035122 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 808-75245 7208.000 LFT | 0.35000 2522.80| 0.28000 2018.24| 0.40000 2883.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0098 808-75260 505.000 LFT | 1.10000 555.50| 1.86000 939.30| 2.00000 1010.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0099 808-75297 279.000 LFT | 3.50000 976.50| 3.70000 1032.30| 4.00000 1116.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0100 808-75320 13.000 EACH | 50.00000 650.00| 70.00000 910.00| 80.00000 1040.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0101 808-75325 13.000 EACH | 60.00000 780.00| 85.00000 1105.00| 100.00000 1300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0102 808-75998 180.000 EACH | 19.20000 3456.00| 21.00000 3780.00| 25.00000 4500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0103 808-96016 39.000 LFT | 1.20000 46.80| 1.86000 72.54| 2.00000 78.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0104 801-06710 200.000 DAY | 5.50000 1100.00| 5.50000 1100.00| 7.00000 1400.00 FLASHING ARROW SIGN | | | 0105 805-92504 10.000 EACH | 285.00000 2850.00| 285.00000 2850.00| 320.00000 3200.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0106 805-96014 3500.000 LFT | 3.37000 11795.00| 0.01000 35.00| 3.00000 10500.00 SAW CUT, FULL DEPTH | | | 0107 808-06716 7000.000 LFT | 0.30000 2100.00| 0.39000 2730.00| 0.50000 3500.00 LINE, REMOVE | | | SECTION TOTALS | $ 1,443,391.69| $ 1,559,265.04| $ 1,869,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,443,391.69| $ 1,559,265.04| $ 1,869,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -1 VENDOR RANKING CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 11/15/10 LOCATION : ON BLAKELY AVENUE AT FRUITRIDGE AVENUE PROJECT(S) : 0800281 0900131 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 37-0797609 FEUTZ CONTRACTORS INC $ 920,850.07 100.0000% 2 35-1461789 POINDEXTER EXCAVATING $ 983,091.80 106.7592% 3 35-1357381 DAVE OMARA CONTRACTOR INC $ 1,048,140.48 113.8231% 4 35-2113672 MCCULLOUGH & DI BENEDETTO EXCAVATING, LLC $ 1,087,573.86 118.1054% 5 35-1673827 H E HENDERSON INC $ 1,091,201.45 118.4994% 6 35-1111003 WHITE CONSTRUCTION INC $ 1,091,798.63 118.5642% 7 35-1875662 CRIDER & CRIDER INC $ 1,137,114.00 123.4852% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -2 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1461789 |( 3 ) 35-1357381 |FEUTZ CONTRACTORS INC |POINDEXTER EXCAVATING |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 10500.00000 10500.00| 18000.00000 18000.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 40000.00000 40000.00| 49650.00000 49650.00| 52000.00000 52000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 13000.00000 13000.00| 70000.00000 70000.00| 28000.00000 28000.00 CLEARING RIGHT OF WAY | | | 0011 202-01300 2.000 EACH | 1380.00000 2760.00| 1400.00000 2800.00| 1260.00000 2520.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-02240 1140.000 SYS | 12.00000 13680.00| 7.00000 7980.00| 1.50000 1710.00 PAVEMENT REMOVAL | | | 0013 203-02000 2750.000 CYS | 14.50000 39875.00| 16.50000 45375.00| 29.00000 79750.00 EXCAVATION, COMMON | | | 0014 203-02070 1330.000 CYS | 10.00000 13300.00| 1.00000 1330.00| 12.00000 15960.00 BORROW | | | 0015 205-06933 5.000 EACH | 100.00000 500.00| 220.00000 1100.00| 130.00000 650.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 1775.000 LFT | 2.00000 3550.00| 2.00000 3550.00| 1.95000 3461.25 TEMPORARY SILT FENCE | | | 0017 207-08263 6379.000 SYS | 13.50000 86116.50| 9.30000 59324.70| 11.00000 70169.00 SUBGRADE TREATMENT, TYPE IA | | | 0018 207-08265 768.000 SYS | 6.75000 5184.00| 9.50000 7296.00| 10.50000 8064.00 SUBGRADE TREATMENT, TYPE IIA | | | 0019 207-08267 641.000 SYS | 7.00000 4487.00| 8.50000 5448.50| 11.25000 7211.25 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -3 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1461789 |( 3 ) 35-1357381 |FEUTZ CONTRACTORS INC |POINDEXTER EXCAVATING |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-09264 1211.000 CYS | 17.00000 20587.00| 14.00000 16954.00| 24.00000 29064.00 STRUCTURE BACKFILL, TYPE 1 | | | 0021 301-07448 35.000 TON | 20.00000 700.00| 50.00000 1750.00| 20.00000 700.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-01180 33.000 TON | 20.00000 660.00| 50.00000 1650.00| 20.50000 676.50 COMPACTED AGGREGATE, NO. 53 | | | 0023 303-07449 142.000 TON | 18.00000 2556.00| 20.00000 2840.00| 26.00000 3692.00 COMPACTED AGGREGATE, NO. 73 | | | 0024 304-07493 3.000 TON | 375.00000 1125.00| 600.00000 1800.00| 475.00000 1425.00 WIDENING WITH HMA, TYPE B | | | 0025 306-08043 37.000 SYS | 10.00000 370.00| 70.00000 2590.00| 14.00000 518.00 MILLING, TRANSITION | | | 0026 401-07406 2296.000 TON | 63.00000 144648.00| 63.00000 144648.00| 59.00000 135464.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0027 402-07433 397.000 TON | 77.00000 30569.00| 77.00000 30569.00| 68.75000 27293.75 HMA SURFACE, TYPE B | | | 0028 402-07438 657.000 TON | 72.00000 47304.00| 71.50000 46975.50| 66.00000 43362.00 HMA INTERMEDIATE, TYPE B | | | 0029 402-07453 40.000 TON | 143.00000 5720.00| 220.00000 8800.00| 125.00000 5000.00 HMA FOR TEMPORARY PAVEMENT | | | 0030 406-05520 4.000 TON | 551.40000 2205.60| 500.00000 2000.00| 500.00000 2000.00 ASPHALT FOR TACK COAT | | | 0031 604-07897 10.000 SYS | 94.00000 940.00| 110.00000 1100.00| 115.00000 1150.00 CURB RAMP, CONCRETE, C | | | 0032 604-07900 56.000 SYS | 75.00000 4200.00| 140.00000 7840.00| 115.00000 6440.00 CURB RAMP, CONCRETE, F | | | 0033 604-07902 11.000 SYS | 96.00000 1056.00| 170.00000 1870.00| 115.00000 1265.00 CURB RAMP, CONCRETE, H | | | 0034 604-91531 2362.000 SYS | 24.00000 56688.00| 35.50000 83851.00| 30.75000 72631.50 SIDEWALK, CONCRETE, 4 IN. | | | 0035 605-06120 44.000 LFT | 26.00000 1144.00| 30.00000 1320.00| 38.50000 1694.00 CURB, CONCRETE | | | 0036 605-06140 2774.000 LFT | 14.50000 40223.00| 14.50000 40223.00| 17.25000 47851.50 CURB AND GUTTER, CONCRETE | | | 0037 610-07486 111.000 TON | 76.00000 8436.00| 76.00000 8436.00| 110.00000 12210.00 HMA FOR APPROACHES, TYPE A | | | 0038 610-08446 79.000 SYS | 43.00000 3397.00| 34.00000 2686.00| 48.00000 3792.00 PCCP FOR APPROACHES, 6 IN. | | | 0039 610-09108 562.000 SYS | 51.00000 28662.00| 40.00000 22480.00| 49.00000 27538.00 PCCP FOR APPROACHES, 9 IN. | | | 0040 611-06497 2.000 EACH | 265.00000 530.00| 300.00000 600.00| 220.00000 440.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -4 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1461789 |( 3 ) 35-1357381 |FEUTZ CONTRACTORS INC |POINDEXTER EXCAVATING |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 615-06505 12.000 EACH | 450.00000 5400.00| 600.00000 7200.00| 735.00000 8820.00 MONUMENT, B | | | 0042 615-06510 2.000 EACH | 200.00000 400.00| 550.00000 1100.00| 550.00000 1100.00 MONUMENT, C | | | 0043 621-01004 3.000 EACH | 850.00000 2550.00| 850.00000 2550.00| 1100.00000 3300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 1.000 TON | 650.00000 650.00| 650.00000 650.00| 1155.00000 1155.00 FERTILIZER | | | 0045 621-06554 203.000 LBS | 12.75000 2588.25| 13.00000 2639.00| 8.30000 1684.90 SEED MIXTURE, U | | | 0046 621-06557 65.000 LBS | 4.00000 260.00| 5.00000 325.00| 9.90000 643.50 SEED MIXTURE, T | | | 0047 621-06565 6.000 TON | 478.00000 2868.00| 460.00000 2760.00| 345.00000 2070.00 MULCHING MATERIAL | | | 0048 621-06567 5.000 kGAL | 55.00000 275.00| 60.00000 300.00| 1.00000 5.00 WATER | | | 0049 621-06574 1353.000 SYS | 3.75000 5073.75| 4.00000 5412.00| 5.00000 6765.00 SODDING | | | 0050 628-09402 15.000 MOS | 1500.00000 22500.00| 1800.00000 27000.00| 1800.00000 27000.00 FIELD OFFICE, B | | | 0051 715-05149 593.000 LFT | 22.00000 13046.00| 23.00000 13639.00| 33.50000 19865.50 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0052 715-05151 418.000 LFT | 22.50000 9405.00| 24.00000 10032.00| 29.00000 12122.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0053 715-05152 302.000 LFT | 24.00000 7248.00| 25.00000 7550.00| 33.00000 9966.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0054 715-05154 588.000 LFT | 31.00000 18228.00| 29.00000 17052.00| 39.00000 22932.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0055 720-44000 4.000 EACH | 360.00000 1440.00| 650.00000 2600.00| 375.00000 1500.00 CASTING, ADJUST TO GRADE | | | 0056 720-45270 5.000 EACH | 1100.00000 5500.00| 700.00000 3500.00| 1000.00000 5000.00 PIPE CATCH BASIN, 18 IN. | | | 0057 720-45410 10.000 EACH | 2200.00000 22000.00| 1350.00000 13500.00| 2000.00000 20000.00 MANHOLE, C4 | | | 0058 720-45605 1.000 LFT | 580.00000 580.00| 1000.00000 1000.00| 525.00000 525.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0059 720-98174 9.000 EACH | 1950.00000 17550.00| 1700.00000 15300.00| 2250.00000 20250.00 INLET, B15 | | | 0060 720-98555 12.000 EACH | 2000.00000 24000.00| 1800.00000 21600.00| 2300.00000 27600.00 INLET, C15 | | | 0061 801-03290 7.000 EACH | 215.00000 1505.00| 200.00000 1400.00| 205.00000 1435.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -5 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1461789 |( 3 ) 35-1357381 |FEUTZ CONTRACTORS INC |POINDEXTER EXCAVATING |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 801-04308 5.000 EACH | 395.00000 1975.00| 375.00000 1875.00| 375.00000 1875.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06625 19.000 EACH | 116.00000 2204.00| 110.00000 2090.00| 110.00000 2090.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 14.000 EACH | 167.00000 2338.00| 160.00000 2240.00| 160.00000 2240.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 7.000 EACH | 61.00000 427.00| 58.00000 406.00| 60.00000 420.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 10500.00000 10500.00| 15000.00000 15000.00| 39000.00000 39000.00 MAINTAINING TRAFFIC | | | 0067 801-07118 108.000 LFT | 12.00000 1296.00| 12.00000 1296.00| 11.50000 1242.00 BARRICADE, III-A | | | 0068 801-07119 36.000 LFT | 14.00000 504.00| 15.00000 540.00| 13.25000 477.00 BARRICADE, III-B | | | 0069 802-05701 83.000 LFT | 15.50000 1286.50| 14.00000 1162.00| 14.75000 1224.25 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0070 802-76025 86.000 SFT | 22.00000 1892.00| 16.00000 1376.00| 21.00000 1806.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0071 802-76035 21.000 SFT | 24.00000 504.00| 22.00000 462.00| 23.00000 483.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0072 802-76045 24.000 SFT | 26.00000 624.00| 23.00000 552.00| 25.25000 606.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0073 805-01815 2.000 EACH | 1840.00000 3680.00| 2060.00000 4120.00| 1680.00000 3360.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0074 805-01819 30.000 LFT | 23.00000 690.00| 25.00000 750.00| 21.00000 630.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | ABOVE GROUND | | | 0075 805-01842 5.000 EACH | 828.00000 4140.00| 855.00000 4275.00| 755.00000 3775.00 HANDHOLE, SIGNAL | | | 0076 805-01844 945.000 LFT | 20.75000 19608.75| 15.20000 14364.00| 19.00000 17955.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0077 805-02087 LUMP | 575.00000 575.00| 1200.00000 1200.00| 525.00000 525.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0078 805-02152 8.000 EACH | 580.00000 4640.00| 420.00000 3360.00| 530.00000 4240.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -6 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1461789 |( 3 ) 35-1357381 |FEUTZ CONTRACTORS INC |POINDEXTER EXCAVATING |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 805-02328 2776.000 LFT | 0.40000 1110.40| 0.45000 1249.20| 0.38000 1054.88 SIGNAL CABLE, 1C 14GA. | | | 0080 805-78100 1.000 EACH | 14000.00000 14000.00| 11000.00000 11000.00| 12850.00000 12850.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0081 805-78205 4.000 EACH | 690.00000 2760.00| 490.00000 1960.00| 630.00000 2520.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0082 805-78230 4.000 EACH | 1065.00000 4260.00| 840.00000 3360.00| 975.00000 3900.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0083 805-78370 8.000 EACH | 208.00000 1664.00| 155.00000 1240.00| 190.00000 1520.00 PEDESTRIAN PUSH BUTTON | | | 0084 805-78415 3.000 EACH | 1725.00000 5175.00| 1555.00000 4665.00| 1575.00000 4725.00 SPAN, CATENARY, AND TETHER | | | 0085 805-78420 4.000 EACH | 325.00000 1300.00| 2415.00000 9660.00| 295.00000 1180.00 DISCONNECT HANGER | | | 0086 805-78445 1.000 EACH | 635.00000 635.00| 700.00000 700.00| 575.00000 575.00 SIGNAL SERVICE | | | 0087 805-78467 13.000 LFT | 5.75000 74.75| 4.00000 52.00| 5.25000 68.25 SIGNAL CABLE, 3C 8GA. | | | 0088 805-78480 1418.000 LFT | 1.45000 2056.10| 1.00000 1418.00| 1.30000 1843.40 SIGNAL CABLE, 3C 14GA. | | | 0089 805-78485 71.000 LFT | 1.65000 117.15| 1.50000 106.50| 1.50000 106.50 SIGNAL CABLE, 5C 14GA. | | | 0090 805-78490 839.000 LFT | 1.70000 1426.30| 1.60000 1342.40| 1.58000 1325.62 SIGNAL CABLE, 7C 14GA. | | | 0091 805-78510 2215.000 LFT | 0.80000 1772.00| 0.80000 1772.00| 0.76000 1683.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0092 805-78785 3.000 EACH | 750.00000 2250.00| 665.00000 1995.00| 685.00000 2055.00 SIGNAL DETECTOR HOUSING | | | 0093 805-78795 954.000 LFT | 8.25000 7870.50| 7.50000 7155.00| 7.50000 7155.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0094 805-78925 1.000 EACH | 1150.00000 1150.00| 1050.00000 1050.00| 1050.00000 1050.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0095 805-81060 2.000 EACH | 5900.00000 11800.00| 4685.00000 9370.00| 5370.00000 10740.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0096 805-92504 15.000 EACH | 115.00000 1725.00| 310.00000 4650.00| 105.00000 1575.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0097 808-03439 48.000 LFT | 3.70000 177.60| 3.50000 168.00| 3.50000 168.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -7 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1461789 |( 3 ) 35-1357381 |FEUTZ CONTRACTORS INC |POINDEXTER EXCAVATING |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 808-06703 343.000 LFT | 0.74000 253.82| 0.70000 240.10| 0.70000 240.10 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0099 808-75245 2570.000 LFT | 0.74000 1901.80| 0.70000 1799.00| 0.70000 1799.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0100 808-75278 61.000 LFT | 1.95000 118.95| 1.90000 115.90| 1.88000 114.68 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0101 808-75297 175.000 LFT | 3.95000 691.25| 4.00000 700.00| 3.75000 656.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0102 808-75300 582.000 LFT | 1.05000 611.10| 1.50000 873.00| 1.00000 582.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0103 808-75320 9.000 EACH | 72.00000 648.00| 70.00000 630.00| 68.50000 616.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0104 808-75325 2.000 EACH | 105.00000 210.00| 100.00000 200.00| 100.00000 200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0105 808-92027 400.000 LFT | 1.15000 460.00| 1.50000 600.00| 1.10000 440.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 920,850.07| $ 983,091.80| $ 1,048,140.48 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 920,850.07| $ 983,091.80| $ 1,048,140.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -8 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1673827 |( 6 ) 35-1111003 |MCCULLOUGH & DI BENEDETTO EX |H E HENDERSON INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 13860.00000 13860.00| 20626.50000 20626.50| 9890.00000 9890.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 81284.00000 81284.00| 52809.00000 52809.00| 54000.00000 54000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 23340.00000 23340.00| 47950.00000 47950.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0011 202-01300 2.000 EACH | 2310.00000 4620.00| 2100.00000 4200.00| 1200.00000 2400.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-02240 1140.000 SYS | 7.54000 8595.60| 7.51000 8561.40| 8.00000 9120.00 PAVEMENT REMOVAL | | | 0013 203-02000 2750.000 CYS | 11.75000 32312.50| 11.56000 31790.00| 15.00000 41250.00 EXCAVATION, COMMON | | | 0014 203-02070 1330.000 CYS | 16.48000 21918.40| 4.95000 6583.50| 18.00000 23940.00 BORROW | | | 0015 205-06933 5.000 EACH | 196.00000 980.00| 131.25000 656.25| 210.00000 1050.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 1775.000 LFT | 2.31000 4100.25| 1.94000 3443.50| 3.13000 5555.75 TEMPORARY SILT FENCE | | | 0017 207-08263 6379.000 SYS | 5.60000 35722.40| 13.35000 85159.65| 15.00000 95685.00 SUBGRADE TREATMENT, TYPE IA | | | 0018 207-08265 768.000 SYS | 12.96000 9953.28| 9.45000 7257.60| 18.00000 13824.00 SUBGRADE TREATMENT, TYPE IIA | | | 0019 207-08267 641.000 SYS | 9.86000 6320.26| 10.70000 6858.70| 10.00000 6410.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-09264 1211.000 CYS | 20.56000 24898.16| 52.77000 63904.47| 16.00000 19376.00 STRUCTURE BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -9 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1673827 |( 6 ) 35-1111003 |MCCULLOUGH & DI BENEDETTO EX |H E HENDERSON INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 301-07448 35.000 TON | 30.59000 1070.65| 34.01000 1190.35| 26.00000 910.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-01180 33.000 TON | 31.78000 1048.74| 34.52000 1139.16| 28.00000 924.00 COMPACTED AGGREGATE, NO. 53 | | | 0023 303-07449 142.000 TON | 22.67000 3219.14| 23.85000 3386.70| 33.00000 4686.00 COMPACTED AGGREGATE, NO. 73 | | | 0024 304-07493 3.000 TON | 300.26000 900.78| 306.92000 920.76| 200.00000 600.00 WIDENING WITH HMA, TYPE B | | | 0025 306-08043 37.000 SYS | 110.53000 4089.61| 17.44000 645.28| 68.00000 2516.00 MILLING, TRANSITION | | | 0026 401-07406 2296.000 TON | 66.50000 152684.00| 63.66000 146163.36| 60.00000 137760.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0027 402-07433 397.000 TON | 80.90000 32117.30| 78.32000 31093.04| 73.37000 29127.89 HMA SURFACE, TYPE B | | | 0028 402-07438 657.000 TON | 76.50000 50260.50| 72.65000 47731.05| 68.45000 44971.65 HMA INTERMEDIATE, TYPE B | | | 0029 402-07453 40.000 TON | 150.00000 6000.00| 162.35000 6494.00| 184.68000 7387.20 HMA FOR TEMPORARY PAVEMENT | | | 0030 406-05520 4.000 TON | 548.00000 2192.00| 521.06000 2084.24| 496.25000 1985.00 ASPHALT FOR TACK COAT | | | 0031 604-07897 10.000 SYS | 283.00000 2830.00| 152.25000 1522.50| 160.00000 1600.00 CURB RAMP, CONCRETE, C | | | 0032 604-07900 56.000 SYS | 261.00000 14616.00| 120.75000 6762.00| 160.00000 8960.00 CURB RAMP, CONCRETE, F | | | 0033 604-07902 11.000 SYS | 283.00000 3113.00| 152.25000 1674.75| 160.00000 1760.00 CURB RAMP, CONCRETE, H | | | 0034 604-91531 2362.000 SYS | 40.40000 95424.80| 30.45000 71922.90| 35.00000 82670.00 SIDEWALK, CONCRETE, 4 IN. | | | 0035 605-06120 44.000 LFT | 16.15000 710.60| 27.30000 1201.20| 25.50000 1122.00 CURB, CONCRETE | | | 0036 605-06140 2774.000 LFT | 14.61000 40528.14| 14.70000 40777.80| 16.50000 45771.00 CURB AND GUTTER, CONCRETE | | | 0037 610-07486 111.000 TON | 80.00000 8880.00| 90.12000 10003.32| 72.40000 8036.40 HMA FOR APPROACHES, TYPE A | | | 0038 610-08446 79.000 SYS | 75.00000 5925.00| 44.10000 3483.90| 58.00000 4582.00 PCCP FOR APPROACHES, 6 IN. | | | 0039 610-09108 562.000 SYS | 87.00000 48894.00| 44.10000 24784.20| 60.00000 33720.00 PCCP FOR APPROACHES, 9 IN. | | | 0040 611-06497 2.000 EACH | 282.00000 564.00| 220.50000 441.00| 210.00000 420.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06505 12.000 EACH | 665.00000 7980.00| 740.25000 8883.00| 705.00000 8460.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -10 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1673827 |( 6 ) 35-1111003 |MCCULLOUGH & DI BENEDETTO EX |H E HENDERSON INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 615-06510 2.000 EACH | 550.00000 1100.00| 577.50000 1155.00| 550.00000 1100.00 MONUMENT, C | | | 0043 621-01004 3.000 EACH | 1242.00000 3726.00| 1128.75000 3386.25| 780.00000 2340.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 1.000 TON | 1270.00000 1270.00| 1155.00000 1155.00| 600.00000 600.00 FERTILIZER | | | 0045 621-06554 203.000 LBS | 9.15000 1857.45| 8.30000 1684.90| 11.48000 2330.44 SEED MIXTURE, U | | | 0046 621-06557 65.000 LBS | 10.84000 704.60| 9.82000 638.30| 3.75000 243.75 SEED MIXTURE, T | | | 0047 621-06565 6.000 TON | 385.00000 2310.00| 341.25000 2047.50| 430.00000 2580.00 MULCHING MATERIAL | | | 0048 621-06567 5.000 kGAL | 5.78000 28.90| 1.05000 5.25| 50.00000 250.00 WATER | | | 0049 621-06574 1353.000 SYS | 12.90000 17453.70| 4.91000 6643.23| 3.40000 4600.20 SODDING | | | 0050 628-09402 15.000 MOS | 1434.00000 21510.00| 1802.00000 27030.00| 1500.00000 22500.00 FIELD OFFICE, B | | | 0051 715-05149 593.000 LFT | 32.68000 19379.24| 42.28000 25072.04| 40.00000 23720.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0052 715-05151 418.000 LFT | 34.00000 14212.00| 40.85000 17075.30| 32.00000 13376.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0053 715-05152 302.000 LFT | 36.25000 10947.50| 44.83000 13538.66| 32.00000 9664.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0054 715-05154 588.000 LFT | 42.25000 24843.00| 45.12000 26530.56| 38.00000 22344.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0055 720-44000 4.000 EACH | 287.00000 1148.00| 179.10000 716.40| 400.00000 1600.00 CASTING, ADJUST TO GRADE | | | 0056 720-45270 5.000 EACH | 1175.00000 5875.00| 1247.60000 6238.00| 1250.00000 6250.00 PIPE CATCH BASIN, 18 IN. | | | 0057 720-45410 10.000 EACH | 1644.00000 16440.00| 2093.70000 20937.00| 2500.00000 25000.00 MANHOLE, C4 | | | 0058 720-45605 1.000 LFT | 2950.00000 2950.00| 2727.40000 2727.40| 2000.00000 2000.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0059 720-98174 9.000 EACH | 2193.00000 19737.00| 2538.90000 22850.10| 1900.00000 17100.00 INLET, B15 | | | 0060 720-98555 12.000 EACH | 2232.00000 26784.00| 2467.70000 29612.40| 2000.00000 24000.00 INLET, C15 | | | 0061 801-03290 7.000 EACH | 225.00000 1575.00| 203.70000 1425.90| 299.00000 2093.00 CONSTRUCTION SIGN, C | | | 0062 801-04308 5.000 EACH | 410.00000 2050.00| 372.75000 1863.75| 409.00000 2045.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -11 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1673827 |( 6 ) 35-1111003 |MCCULLOUGH & DI BENEDETTO EX |H E HENDERSON INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 801-06625 19.000 EACH | 121.58000 2310.02| 110.25000 2094.75| 116.00000 2204.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 14.000 EACH | 174.00000 2436.00| 157.50000 2205.00| 269.00000 3766.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 7.000 EACH | 64.00000 448.00| 57.75000 404.25| 59.00000 413.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 23074.00000 23074.00| 17494.75000 17494.75| 77700.00000 77700.00 MAINTAINING TRAFFIC | | | 0067 801-07118 108.000 LFT | 12.71000 1372.68| 11.55000 1247.40| 20.00000 2160.00 BARRICADE, III-A | | | 0068 801-07119 36.000 LFT | 14.51000 522.36| 13.18000 474.48| 24.00000 864.00 BARRICADE, III-B | | | 0069 802-05701 83.000 LFT | 16.17000 1342.11| 14.70000 1220.10| 14.00000 1162.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0070 802-76025 86.000 SFT | 18.48000 1589.28| 16.80000 1444.80| 20.00000 1720.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0071 802-76035 21.000 SFT | 20.79000 436.59| 18.90000 396.90| 22.00000 462.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0072 802-76045 24.000 SFT | 27.72000 665.28| 25.20000 604.80| 24.00000 576.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0073 805-01815 2.000 EACH | 2600.00000 5200.00| 2362.50000 4725.00| 1600.00000 3200.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0074 805-01819 30.000 LFT | 23.10000 693.00| 21.00000 630.00| 20.00000 600.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | ABOVE GROUND | | | 0075 805-01842 5.000 EACH | 882.00000 4410.00| 840.00000 4200.00| 720.00000 3600.00 HANDHOLE, SIGNAL | | | 0076 805-01844 945.000 LFT | 15.44000 14590.80| 14.70000 13891.50| 18.00000 17010.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0077 805-02087 LUMP | 578.00000 578.00| 525.00000 525.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0078 805-02152 8.000 EACH | 578.00000 4624.00| 525.00000 4200.00| 504.00000 4032.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0079 805-02328 2776.000 LFT | 0.30000 832.80| 0.26000 721.76| 0.36000 999.36 SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -12 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1673827 |( 6 ) 35-1111003 |MCCULLOUGH & DI BENEDETTO EX |H E HENDERSON INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 805-78100 1.000 EACH | 14332.00000 14332.00| 13650.00000 13650.00| 12240.00000 12240.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0081 805-78205 4.000 EACH | 607.00000 2428.00| 551.25000 2205.00| 600.00000 2400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0082 805-78230 4.000 EACH | 965.00000 3860.00| 918.75000 3675.00| 925.00000 3700.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0083 805-78370 8.000 EACH | 139.00000 1112.00| 126.00000 1008.00| 180.00000 1440.00 PEDESTRIAN PUSH BUTTON | | | 0084 805-78415 3.000 EACH | 2095.00000 6285.00| 1995.00000 5985.00| 1500.00000 4500.00 SPAN, CATENARY, AND TETHER | | | 0085 805-78420 4.000 EACH | 318.00000 1272.00| 288.75000 1155.00| 282.00000 1128.00 DISCONNECT HANGER | | | 0086 805-78445 1.000 EACH | 982.00000 982.00| 892.50000 892.50| 550.00000 550.00 SIGNAL SERVICE | | | 0087 805-78467 13.000 LFT | 2.94000 38.22| 2.63000 34.19| 5.00000 65.00 SIGNAL CABLE, 3C 8GA. | | | 0088 805-78480 1418.000 LFT | 2.31000 3275.58| 2.10000 2977.80| 1.25000 1772.50 SIGNAL CABLE, 3C 14GA. | | | 0089 805-78485 71.000 LFT | 2.61000 185.31| 2.36000 167.56| 1.44000 102.24 SIGNAL CABLE, 5C 14GA. | | | 0090 805-78490 839.000 LFT | 2.76000 2315.64| 2.63000 2206.57| 1.50000 1258.50 SIGNAL CABLE, 7C 14GA. | | | 0091 805-78510 2215.000 LFT | 2.20000 4873.00| 2.00000 4430.00| 0.72000 1594.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0092 805-78785 3.000 EACH | 924.00000 2772.00| 840.00000 2520.00| 650.00000 1950.00 SIGNAL DETECTOR HOUSING | | | 0093 805-78795 954.000 LFT | 8.40000 8013.60| 7.61000 7259.94| 7.20000 6868.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0094 805-78925 1.000 EACH | 867.00000 867.00| 787.50000 787.50| 1000.00000 1000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0095 805-81060 2.000 EACH | 6064.00000 12128.00| 5775.00000 11550.00| 5112.00000 10224.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0096 805-92504 15.000 EACH | 364.00000 5460.00| 330.75000 4961.25| 100.00000 1500.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0097 808-03439 48.000 LFT | 3.88000 186.24| 3.52000 168.96| 5.50000 264.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0098 808-06703 343.000 LFT | 0.80000 274.40| 0.70000 240.10| 0.70000 240.10 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -13 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1673827 |( 6 ) 35-1111003 |MCCULLOUGH & DI BENEDETTO EX |H E HENDERSON INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 808-75245 2570.000 LFT | 0.80000 2056.00| 0.70000 1799.00| 0.70000 1799.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0100 808-75278 61.000 LFT | 2.10000 128.10| 1.87000 114.07| 2.75000 167.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0101 808-75297 175.000 LFT | 4.11000 719.25| 3.73000 652.75| 5.50000 962.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0102 808-75300 582.000 LFT | 1.10000 640.20| 1.00000 582.00| 1.40000 814.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0103 808-75320 9.000 EACH | 75.10000 675.90|