INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 140 CONTRACT ID : R -27275-C COUNTIES : VIGO LETTING DATE : 03/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1262778 MIDWESTERN ELECTRIC $ 1,293,620.35 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 1,299,486.38 100.4535% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 156 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,677,746.33 ROUTE : CALL ORDER : 156 CONTRACT ID : R -27619-B COUNTIES : VANDERBURGH WARRICK LETTING DATE : 03/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 200 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 4,719,472.08 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS $ 4,798,611.81 101.6769% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 5,056,000.00 107.1306% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 24937.78000 24937.78| 69015.36000 69015.36| 128000.00000 128000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP | 4103.03000 4103.03| 3000.00000 3000.00| 3700.00000 3700.00 CONSTRUCTION ENGINEERING , WETLAND | | | MITIGATION | | | 0003 105-07040 20.000 MOS | 500.00000 10000.00| 1600.00000 32000.00| 1900.00000 38000.00 FIELD OFFICE, C | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 235973.60000 235973.60| 239000.00000 239000.00| 251664.85000 251664.85 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 58858.38000 58858.38| 55000.00000 55000.00| 101000.00000 101000.00 CLEARING RIGHT OF WAY | | | 0008 202-03000 LUMP | 16200.00000 16200.00| 16200.00000 16200.00| 100.00000 100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0009 202-03000 LUMP | 16700.00000 16700.00| 16700.00000 16700.00| 100.00000 100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0010 202-03000 LUMP | 21000.00000 21000.00| 21000.00000 21000.00| 100.00000 100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 156 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,677,746.33 ROUTE : CALL ORDER : 156 CONTRACT ID : R -27619-B COUNTIES : VANDERBURGH WARRICK LETTING DATE : 03/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 202-03135 17.000 m2 | 102.00000 1734.00| 100.00000 1700.00| 100.00000 1700.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0012 202-04089 2.000 EACH | 20.40000 40.80| 20.00000 40.00| 20.00000 40.00 SIGN, SHEET, REMOVE | | | 0013 202-74040 2.000 EACH | 244.80000 489.60| 240.00000 480.00| 240.00000 480.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0014 202-78515 LUMP | 1.02000 1.02| 1.00000 1.00| 1.00000 1.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 203-02000 191816.000 m3 | 3.80000 728900.80| 3.80000 728900.80| 4.00000 767264.00 EXCAVATION, COMMON | | | 0016 203-02000 3182.000 m3 | 3.60000 11455.20| 3.60000 11455.20| 8.00000 25456.00 EXCAVATION, COMMON , WETLAND | | | 0017 203-02070 2425.000 m3 | 15.00000 36375.00| 15.00000 36375.00| 4.50000 10912.50 BORROW | | | 0018 205-01597 725.000 m2 | 10.20000 7395.00| 10.00000 7250.00| 10.00000 7250.00 EROSION CONTROL, MAT , COMPOST FILTER | | | STOCK | | | 0019 205-03371 872.000 m3 | 7.00000 6104.00| 7.00000 6104.00| 8.00000 6976.00 SEDIMENT REMOVE | | | 0020 205-06930 10.000 Mg | 37.00000 370.00| 37.00000 370.00| 29.00000 290.00 SPLASHPAD, RIPRAP | | | 0021 205-06931 1282.000 Mg | 25.00000 32050.00| 25.00000 32050.00| 25.00000 32050.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06933 15.000 EACH | 75.00000 1125.00| 75.00000 1125.00| 75.00000 1125.00 TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06934 48.000 Mg | 408.00000 19584.00| 400.00000 19200.00| 400.00000 19200.00 TEMPORARY MULCHING | | | 0024 205-06936 110.000 Mg | 35.00000 3850.00| 35.00000 3850.00| 25.00000 2750.00 TEMPORARY SEDIMENT TRAP | | | 0025 205-06937 632.000 m | 6.50000 4108.00| 6.50000 4108.00| 4.85000 3065.20 TEMPORARY SILT FENCE | | | 0026 205-06938 206.000 m | 37.00000 7622.00| 37.00000 7622.00| 45.00000 9270.00 TEMPORARY SLOPE DRAIN | | | 0028 210-07317 2.000 EACH | 530.00000 1060.00| 530.00000 1060.00| 220.00000 440.00 CHECK VALVES , ELASTOMER DUCKBILL, 100 | | | MM | | | 0029 211-07454 730.000 m3 | 20.00000 14600.00| 20.00000 14600.00| 26.00000 18980.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 156 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,677,746.33 ROUTE : CALL ORDER : 156 CONTRACT ID : R -27619-B COUNTIES : VANDERBURGH WARRICK LETTING DATE : 03/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 301-07448 7924.000 Mg | 17.21000 136372.04| 20.00000 158480.00| 18.00000 142632.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 302-06464 11470.000 m3 | 33.38000 382868.60| 33.38000 382868.60| 35.20000 403744.00 SUBBASE FOR PCCP | | | 0032 304-07492 12.000 Mg | 109.10000 1309.20| 109.10000 1309.20| 95.00000 1140.00 WIDENING WITH HMA, TYPE A | | | 0033 306-08033 54.000 m2 | 19.60000 1058.40| 19.60000 1058.40| 40.00000 2160.00 MILLING, ASPHALT, 25 mm | | | 0034 401-07320 1300.000 Mg | 41.30000 53690.00| 41.30000 53690.00| 52.00000 67600.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0035 401-07389 2650.000 Mg | 32.85000 87052.50| 32.85000 87052.50| 46.00000 121900.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0036 401-07424 2910.000 Mg | 33.35000 97048.50| 33.35000 97048.50| 43.00000 125130.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0037 402-05496 50.000 Mg | 102.40000 5120.00| 102.40000 5120.00| 105.00000 5250.00 HMA FOR ISLANDS | | | 0038 402-07432 295.000 Mg | 47.20000 13924.00| 47.20000 13924.00| 52.00000 15340.00 HMA SURFACE, TYPE A | | | 0039 402-07435 550.000 Mg | 35.75000 19662.50| 35.75000 19662.50| 49.00000 26950.00 HMA INTERMEDIATE, TYPE A | | | 0040 404-05508 1.000 Mg | 527.30000 527.30| 527.30000 527.30| 500.00000 500.00 ASPHALT FOR SEAL COAT | | | 0041 404-05509 3.000 Mg | 251.90000 755.70| 251.90000 755.70| 240.00000 720.00 COVER AGGREGATE, SEAL COAT | | | 0042 404-05511 201.000 m2 | 10.05000 2020.05| 10.05000 2020.05| 5.50000 1105.50 SEAL COAT, 2 | | | 0043 405-05517 30.000 Mg | 1.00000 30.00| 1.00000 30.00| 425.00000 12750.00 ASPHALT FOR PRIME COAT | | | 0044 406-05520 9.000 Mg | 226.05000 2034.45| 226.05000 2034.45| 190.00000 1710.00 ASPHALT FOR TACK COAT | | | 0045 501-06266 LUMP | 7465.44000 7465.44| 7465.44000 7465.44| 2000.00000 2000.00 PROFILOGRAPH, PCCP | | | 0046 501-06321 42540.000 m2 | 29.14000 1239615.60| 29.14000 1239615.60| 26.50000 1127310.00 QC/QA-PCCP, 250 mm | | | 0047 501-06727 LUMP | 2927.26000 2927.26| 2927.26000 2927.26| 2000.00000 2000.00 CORING, PCCP | | | 0048 503-03489 270.000 EACH | 11.92000 3218.40| 11.92000 3218.40| 10.00000 2700.00 RETROFITTED TIE BARS | | | 0049 503-05240 7794.000 m | 21.68000 168973.92| 21.68000 168973.92| 22.55000 175754.70 D-1 CONTRACTION JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 156 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,677,746.33 ROUTE : CALL ORDER : 156 CONTRACT ID : R -27619-B COUNTIES : VANDERBURGH WARRICK LETTING DATE : 03/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 603-06040 4347.000 m | 13.62000 59206.14| 14.20000 61727.40| 14.20000 61727.40 FENCE, FARM FIELD, 1190 mm | | | 0051 605-97937 191.000 m | 29.58000 5649.78| 29.00000 5539.00| 29.00000 5539.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0052 607-06175 98.000 m | 62.22000 6097.56| 61.00000 5978.00| 61.00000 5978.00 GUTTER, CONCRETE | | | 0053 610-07486 120.000 Mg | 78.30000 9396.00| 78.30000 9396.00| 57.00000 6840.00 HMA FOR APPROACHES, TYPE A | | | 0054 611-05330 200.000 m2 | 40.65000 8130.00| 39.85000 7970.00| 40.00000 8000.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0055 611-06497 8.000 EACH | 142.80000 1142.40| 175.00000 1400.00| 175.00000 1400.00 MAILBOX ASSEMBLY, SINGLE | | | 0056 611-06498 1.000 EACH | 193.80000 193.80| 225.00000 225.00| 225.00000 225.00 MAILBOX ASSEMBLY, DOUBLE | | | 0057 615-06505 1.000 EACH | 408.00000 408.00| 475.00000 475.00| 475.00000 475.00 MONUMENT, B | | | 0058 615-06510 8.000 EACH | 306.00000 2448.00| 450.00000 3600.00| 450.00000 3600.00 MONUMENT, C | | | 0059 615-06515 1.000 EACH | 204.00000 204.00| 130.00000 130.00| 240.00000 240.00 MONUMENT, D | | | 0060 615-06527 2.000 EACH | 306.00000 612.00| 450.00000 900.00| 450.00000 900.00 MONUMENT, SECTION CORNER | | | 0061 616-02320 2004.000 m2 | 1.75000 3507.00| 1.75000 3507.00| 1.50000 3006.00 GEOTEXTILES | | | 0062 616-05688 5.000 Mg | 60.00000 300.00| 60.00000 300.00| 100.00000 500.00 RIPRAP, CLASS 1 | | | 0063 616-05689 20.000 Mg | 44.00000 880.00| 44.00000 880.00| 60.00000 1200.00 RIPRAP, CLASS 2 | | | 0064 616-06405 1177.000 Mg | 25.00000 29425.00| 25.00000 29425.00| 25.00000 29425.00 RIPRAP, REVETMENT | | | 0065 621-01004 3.000 EACH | 663.00000 1989.00| 650.00000 1950.00| 650.00000 1950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0066 621-02770 50.000 m2 | 7.14000 357.00| 7.00000 350.00| 7.00000 350.00 EROSION CONTROL BLANKET , PERMANENT | | | 0067 621-04258 13.000 kg | 168.30000 2187.90| 165.00000 2145.00| 165.00000 2145.00 SEED MIXTURE , LOW-PROFILE PRAIRIE SEED | | | MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 156 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,677,746.33 ROUTE : CALL ORDER : 156 CONTRACT ID : R -27619-B COUNTIES : VANDERBURGH WARRICK LETTING DATE : 03/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 621-04258 12.000 kg | 214.20000 2570.40| 210.00000 2520.00| 210.00000 2520.00 SEED MIXTURE , SEDGE MEADOW SEED MIX | | | 0069 621-04258 78.000 kg | 70.89000 5529.42| 69.50000 5421.00| 69.50000 5421.00 SEED MIXTURE , WOODED WETLAND | | | UNDERSTORY SEED MIX | | | 0070 621-06545 13.000 Mg | 545.70000 7094.10| 535.00000 6955.00| 535.00000 6955.00 FERTILIZER | | | 0071 621-06548 31.000 kg | 60.18000 1865.58| 59.00000 1829.00| 59.00000 1829.00 SEED MIXTURE, CV | | | 0072 621-06553 2035.000 kg | 5.92000 12047.20| 5.80000 11803.00| 5.80000 11803.00 SEED MIXTURE, R | | | 0073 621-06557 964.000 kg | 4.18000 4029.52| 4.10000 3952.40| 4.10000 3952.40 SEED MIXTURE, T | | | 0074 621-06565 49.000 Mg | 408.00000 19992.00| 400.00000 19600.00| 400.00000 19600.00 MULCHING MATERIAL | | | 0075 621-06567 235.000 kL | 15.30000 3595.50| 15.00000 3525.00| 15.00000 3525.00 WATER | | | 0076 621-06574 11676.000 m2 | 3.05000 35611.80| 2.99000 34911.24| 3.00000 35028.00 SODDING | | | 0077 621-06575 1358.000 m2 | 3.05000 4141.90| 2.99000 4060.42| 3.00000 4074.00 SODDING, NURSERY | | | 0078 621-07618 20624.000 m2 | 8.67000 178810.08| 8.50000 175304.00| 8.50000 175304.00 COMPOST SOIL BLANKET | | | 0079 622-52436 6.000 EACH | 30.60000 183.60| 30.00000 180.00| 30.00000 180.00 SIGN, DO NOT MOW OR SPRAY | | | 0080 622-91786 1925.000 EACH | 5.25000 10106.25| 5.15000 9913.75| 5.15000 9913.75 SEEDLING | | | 0081 622-91786 525.000 EACH | 23.10000 12127.50| 22.65000 11891.25| 22.65000 11891.25 SEEDLING , 3 GALLON CONTAINER GROWN | | | 0082 703-51030 238.000 kg | 1.81000 430.78| 3.00000 714.00| 1.80000 428.40 REINFORCING STEEL | | | 0083 714-44240 5.000 m3 | 485.00000 2425.00| 485.00000 2425.00| 760.00000 3800.00 CONCRETE, A, STRUCTURES | | | 0084 715-05048 9426.000 m | 6.09000 57404.34| 6.09000 57404.34| 6.50000 61269.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0085 715-05053 580.000 m | 29.33000 17011.40| 29.33000 17011.40| 38.00000 22040.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0086 715-05123 64.000 m | 115.00000 7360.00| 115.00000 7360.00| 150.00000 9600.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 156 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,677,746.33 ROUTE : CALL ORDER : 156 CONTRACT ID : R -27619-B COUNTIES : VANDERBURGH WARRICK LETTING DATE : 03/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 715-05127 56.000 m | 250.00000 14000.00| 250.00000 14000.00| 300.00000 16800.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0088 715-05134 54.000 m | 410.00000 22140.00| 410.00000 22140.00| 440.00000 23760.00 PIPE, TYPE 1, CIRCULAR, 1650 mm | | | 0089 715-05149 133.000 m | 70.00000 9310.00| 70.00000 9310.00| 75.00000 9975.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0090 715-05151 93.000 m | 81.00000 7533.00| 81.00000 7533.00| 90.00000 8370.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0091 715-05168 10.000 m | 83.00000 830.00| 83.00000 830.00| 80.00000 800.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0092 715-05169 77.000 m | 82.00000 6314.00| 82.00000 6314.00| 90.00000 6930.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0093 715-05217 93.000 m | 75.00000 6975.00| 75.00000 6975.00| 80.00000 7440.00 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0094 715-05219 71.000 m | 113.00000 8023.00| 113.00000 8023.00| 110.00000 7810.00 PIPE, TYPE 5, CIRCULAR, 450 mm | | | 0095 715-08228 1.000 EACH | 11000.00000 11000.00| 11000.00000 11000.00| 14000.00000 14000.00 GRATED BOX END SECTION, 1, 3:1, 1650 mm | | | 0096 715-46000 11.000 EACH | 160.00000 1760.00| 160.00000 1760.00| 180.00000 1980.00 PIPE END SECTION, 300 mm | | | 0097 715-46005 14.000 EACH | 175.00000 2450.00| 175.00000 2450.00| 200.00000 2800.00 PIPE END SECTION, 375 mm | | | 0098 715-46010 2.000 EACH | 385.00000 770.00| 385.00000 770.00| 240.00000 480.00 PIPE END SECTION, 450 mm | | | 0099 715-46020 4.000 EACH | 280.00000 1120.00| 280.00000 1120.00| 350.00000 1400.00 PIPE END SECTION, 600 mm | | | 0100 715-92037 18.000 m | 40.00000 720.00| 40.00000 720.00| 32.00000 576.00 PIPE, PVC, 100 mm | | | 0101 718-06528 44.000 EACH | 561.84000 24720.96| 561.84000 24720.96| 450.00000 19800.00 OUTLET PROTECTOR, 1 | | | 0102 718-06532 1000.000 m | 3.06000 3060.00| 3.00000 3000.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0103 718-52610 2130.000 m3 | 38.53000 82068.90| 38.53000 82068.90| 33.50000 71355.00 AGGREGATE FOR UNDERDRAINS | | | 0104 718-99153 21528.000 m2 | 1.04000 22389.12| 1.04000 22389.12| 1.10000 23680.80 GEOTEXTILES FOR UNDERDRAIN | | | 0105 720-45066 3.000 EACH | 3200.00000 9600.00| 3200.00000 9600.00| 4000.00000 12000.00 INLET, N12, MODIFIED | | | 0106 720-94847 3.000 EACH | 2500.00000 7500.00| 2500.00000 7500.00| 2800.00000 8400.00 INLET, R13, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 156 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,677,746.33 ROUTE : CALL ORDER : 156 CONTRACT ID : R -27619-B COUNTIES : VANDERBURGH WARRICK LETTING DATE : 03/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 720-95310 9.000 EACH | 2100.00000 18900.00| 2100.00000 18900.00| 2700.00000 24300.00 INLET, P12A, MODIFIED | | | 0108 720-99303 4.000 EACH | 340.00000 1360.00| 340.00000 1360.00| 340.00000 1360.00 CLEANOUT PROTECTORS | | | 0109 801-04308 6.000 EACH | 739.50000 4437.00| 725.00000 4350.00| 725.00000 4350.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0110 801-06203 100.000 m | 2.04000 204.00| 3.47000 347.00| 2.00000 200.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0111 801-06640 18.000 EACH | 198.90000 3580.20| 195.00000 3510.00| 195.00000 3510.00 CONSTRUCTION SIGN, A | | | 0112 801-06775 LUMP | 11251.20000 11251.20| 10000.00000 10000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0113 801-07118 101.000 m | 39.27000 3966.27| 38.50000 3888.50| 38.50000 3888.50 BARRICADE, III-A | | | 0114 801-07119 29.000 m | 48.96000 1419.84| 48.00000 1392.00| 48.00000 1392.00 BARRICADE, III-B | | | 0115 802-05701 144.000 m | 28.15000 4053.60| 27.60000 3974.40| 27.60000 3974.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0116 802-05702 40.000 m | 24.48000 979.20| 24.00000 960.00| 24.00000 960.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0117 802-07057 39.000 m2 | 173.60000 6770.40| 170.20000 6637.80| 170.20000 6637.80 SIGN, PANEL, WITH LEGEND | | | 0118 802-07059 7.000 EACH | 24.48000 171.36| 24.00000 168.00| 24.00000 168.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0119 802-07137 4.000 EACH | 314.16000 1256.64| 308.00000 1232.00| 308.00000 1232.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0120 802-08276 2.000 EACH | 314.16000 628.32| 308.00000 616.00| 308.00000 616.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0121 802-76025 13.000 m2 | 146.88000 1909.44| 144.00000 1872.00| 144.00000 1872.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0122 802-76035 32.000 m2 | 153.00000 4896.00| 150.00000 4800.00| 150.00000 4800.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0123 802-76045 5.000 m2 | 159.12000 795.60| 156.00000 780.00| 156.00000 780.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 156 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,677,746.33 ROUTE : CALL ORDER : 156 CONTRACT ID : R -27619-B COUNTIES : VANDERBURGH WARRICK LETTING DATE : 03/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 802-76095 801.000 kg | 4.59000 3676.59| 4.50000 3604.50| 4.50000 3604.50 STRUCTURAL STEEL, BREAKAWAY | | | 0125 802-96248 36.000 m | 18.36000 660.96| 18.00000 648.00| 18.00000 648.00 POST, WOOD, 100 mm X 100 mm | | | 0126 805-01815 4.000 EACH | 1606.50000 6426.00| 1575.00000 6300.00| 1575.00000 6300.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0127 805-01842 16.000 EACH | 637.50000 10200.00| 625.00000 10000.00| 625.00000 10000.00 HANDHOLE, SIGNAL | | | 0128 805-01844 710.000 m | 48.96000 34761.60| 48.00000 34080.00| 48.00000 34080.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0129 805-78100 1.000 EACH | 9167.76000 9167.76| 8988.00000 8988.00| 8988.00000 8988.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0130 805-78205 7.000 EACH | 514.08000 3598.56| 504.00000 3528.00| 504.00000 3528.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0131 805-78215 5.000 EACH | 550.80000 2754.00| 540.00000 2700.00| 540.00000 2700.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0132 805-78245 2.000 EACH | 1750.32000 3500.64| 1716.00000 3432.00| 1716.00000 3432.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | 0133 805-78255 1.000 EACH | 1750.32000 1750.32| 1716.00000 1716.00| 1716.00000 1716.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER | | | ARROW, GREEN ARROW | | | 0134 805-78415 4.000 EACH | 1224.00000 4896.00| 1200.00000 4800.00| 1200.00000 4800.00 SPAN, CATENARY, AND TETHER | | | 0135 805-78420 6.000 EACH | 220.32000 1321.92| 216.00000 1296.00| 216.00000 1296.00 DISCONNECT HANGER | | | 0136 805-78445 1.000 EACH | 459.00000 459.00| 450.00000 450.00| 450.00000 450.00 SIGNAL SERVICE | | | 0137 805-78467 20.000 m | 5.10000 102.00| 5.00000 100.00| 5.00000 100.00 SIGNAL CABLE, 3C 8GA. | | | 0138 805-78470 680.000 m | 1.02000 693.60| 1.00000 680.00| 1.00000 680.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0139 805-78485 230.000 m | 3.37000 775.10| 3.30000 759.00| 3.30000 759.00 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 156 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,677,746.33 ROUTE : CALL ORDER : 156 CONTRACT ID : R -27619-B COUNTIES : VANDERBURGH WARRICK LETTING DATE : 03/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 805-78490 450.000 m | 3.67000 1651.50| 3.60000 1620.00| 3.60000 1620.00 SIGNAL CABLE, 7C 14GA. | | | 0141 805-78510 2120.000 m | 2.14000 4536.80| 2.10000 4452.00| 2.10000 4452.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0142 805-78746 90.000 m | 30.60000 2754.00| 30.00000 2700.00| 30.00000 2700.00 PREFORMED LOOP DETECTORS | | | 0143 805-78785 7.000 EACH | 459.00000 3213.00| 450.00000 3150.00| 2.00000 14.00 SIGNAL DETECTOR HOUSING | | | 0144 805-78795 270.000 m | 25.70000 6939.00| 25.20000 6804.00| 25.20000 6804.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0145 805-78925 1.000 EACH | 636.48000 636.48| 624.00000 624.00| 624.00000 624.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0146 805-81060 4.000 EACH | 3794.40000 15177.60| 3720.00000 14880.00| 3860.00000 15440.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0147 805-92504 9.000 EACH | 134.64000 1211.76| 132.00000 1188.00| 132.00000 1188.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0148 805-97114 90.000 m | 5.10000 459.00| 5.00000 450.00| 5.00000 450.00 CABLE, INTERCONNECT, 6 PAIR 19 | | | 0149 807-04988 15.000 EACH | 86.70000 1300.50| 85.00000 1275.00| 85.00000 1275.00 BOX ASSEMBLY, EASTERN BLUEBIRD | | | 0150 808-03002 1248.000 m | 1.12000 1397.76| 1.10000 1372.80| 1.10000 1372.80 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0151 808-03631 6405.000 m | 1.12000 7173.60| 1.10000 7045.50| 1.10000 7045.50 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0152 808-03632 5315.000 m | 1.12000 5952.80| 1.10000 5846.50| 1.10000 5846.50 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0153 808-05534 257.000 m | 2.55000 655.35| 2.50000 642.50| 2.50000 642.50 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0154 808-06703 518.000 m | 1.07000 554.26| 1.05000 543.90| 1.05000 543.90 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0155 808-06705 42.000 m | 3.26000 136.92| 3.20000 134.40| 3.20000 134.40 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0156 808-74805 71.000 m | 20.40000 1448.40| 20.00000 1420.00| 20.00000 1420.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0157 808-74807 14.000 EACH | 84.15000 1178.10| 82.50000 1155.00| 82.50000 1155.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 156 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,677,746.33 ROUTE : CALL ORDER : 156 CONTRACT ID : R -27619-B COUNTIES : VANDERBURGH WARRICK LETTING DATE : 03/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0158 808-74808 9.000 EACH | 120.87000 1087.83| 118.50000 1066.50| 118.50000 1066.50 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0159 808-75245 285.000 m | 1.07000 304.95| 1.05000 299.25| 1.05000 299.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0160 808-75260 22.000 m | 4.90000 107.80| 4.80000 105.60| 4.80000 105.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0161 808-75278 15.000 m | 4.90000 73.50| 4.80000 72.00| 4.80000 72.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0162 808-75297 21.000 m | 9.79000 205.59| 9.60000 201.60| 9.60000 201.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0163 808-75320 2.000 EACH | 53.86000 107.72| 52.80000 105.60| 52.80000 105.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0164 808-75325 1.000 EACH | 77.42000 77.42| 75.90000 75.90| 75.90000 75.90 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0165 808-75998 266.000 EACH | 21.22000 5644.52| 20.80000 5532.80| 40.00000 10640.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0166 808-92027 140.000 m | 3.26000 456.40| 3.20000 448.00| 3.20000 448.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0167 207-08262 64972.000 m2 | 3.95000 256639.40| 3.95000 256639.40| 6.00000 389832.00 SUBGRADE TREATMENT, TYPE I | | | SECTION TOTALS | $ 4,719,472.08| $ 4,798,611.81| $ 5,056,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,719,472.08| $ 4,798,611.81| $ 5,056,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,883.77 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27670-A COUNTIES : HANCOCK LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/04/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,315,000.00 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,340,899.41 101.9695% 3 35-1609544 SCHUTT-LOOKABILL CO $ 1,433,348.72 108.9999% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 1,437,635.78 109.3259% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,474,300.00 112.1141% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 1,474,737.00 112.1473% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-1609544 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I |SCHUTT-LOOKABILL CO 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 | 21000.00000 21000.00| 25000.00000 25000.00| 26568.00000 26568.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1000.00000 15000.00| 1500.00000 22500.00| 1845.00000 27675.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 53400.00000 53400.00| 67000.00000 67000.00| 72353.08000 72353.08 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 18800.00000 18800.00| 42000.00000 42000.00| 68000.00000 68000.00 CLEARING RIGHT OF WAY | | | 0007 202-02279 659.000 LFT | 4.50000 2965.50| 9.00000 5931.00| 2.88000 1897.92 CURB AND GUTTER, REMOVE | | | 0008 202-96133 272.000 LFT | 16.00000 4352.00| 17.00000 4624.00| 5.94000 1615.68 PIPE, REMOVE | | | 0009 203-02000 5661.000 CYS | 14.21000 80442.81| 11.50000 65101.50| 17.46000 98841.06 EXCAVATION, COMMON | | | 0010 205-06931 27.000 TON | 24.50000 661.50| 29.00000 783.00| 23.40000 631.80 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06933 25.000 EACH | 55.00000 1375.00| 55.00000 1375.00| 59.40000 1485.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,883.77 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27670-A COUNTIES : HANCOCK LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-1609544 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 207-07499 10724.000 SYS | 2.80000 30027.20| 2.44000 26166.56| 3.98000 42681.52 SUBGRADE TREATMENT, TYPE B | | | 0013 211-07454 1356.000 CYS | 17.00000 23052.00| 16.00000 21696.00| 16.51000 22387.56 STRUCTURE BACKFILL | | | 0014 301-07448 609.000 TON | 13.00000 7917.00| 25.00000 15225.00| 23.35000 14220.15 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08032 180.000 SYS | 7.00000 1260.00| 9.50000 1710.00| 5.83000 1049.40 MILLING, TRANSITION | | | 0016 306-08034 350.000 SYS | 11.00000 3850.00| 12.00000 4200.00| 9.97000 3489.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0017 401-06264 LUMP | 2500.00000 2500.00| 1800.00000 1800.00| 961.20000 961.20 PROFILOGRAPH, HMA | | | 0018 401-07320 736.000 TON | 40.00000 29440.00| 37.00000 27232.00| 43.20000 31795.20 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0019 401-07389 1192.000 TON | 35.00000 41720.00| 33.00000 39336.00| 37.80000 45057.60 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0020 401-07406 3789.000 TON | 32.50000 123142.50| 32.00000 121248.00| 35.10000 132993.90 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0021 401-07430 2947.000 TON | 30.00000 88410.00| 36.00000 106092.00| 35.10000 103439.70 QC/QA-HMA, 5, 76, INTERMEDIATE, OGC25.0 | | | MM | | | 0023 406-05520 17.000 TON | 180.00000 3060.00| 100.00000 1700.00| 194.40000 3304.80 ASPHALT FOR TACK COAT | | | 0024 604-06070 1002.000 SYS | 33.00000 33066.00| 27.00000 27054.00| 23.51000 23557.02 SIDEWALK, CONCRETE | | | 0025 604-07483 571.000 TON | 42.50000 24267.50| 44.00000 25124.00| 45.90000 26208.90 HMA FOR SIDEWALK | | | 0026 605-06140 4815.000 LFT | 10.00000 48150.00| 11.35000 54650.25| 14.44000 69528.60 CURB AND GUTTER, CONCRETE | | | 0027 610-07486 1813.000 TON | 42.50000 77052.50| 40.00000 72520.00| 45.90000 83216.70 HMA FOR APPROACHES, TYPE A | | | 0028 610-07712 1360.000 SYS | 34.95000 47532.00| 41.00000 55760.00| 33.66000 45777.60 PCCP FOR APPROACHES, 6 IN. | | | 0029 611-06497 18.000 EACH | 145.00000 2610.00| 172.00000 3096.00| 185.76000 3343.68 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 3.000 EACH | 125.00000 375.00| 115.00000 345.00| 124.20000 372.60 RIGHT OF WAY MARKER | | | 0031 615-06505 3.000 EACH | 475.00000 1425.00| 515.00000 1545.00| 556.20000 1668.60 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,883.77 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27670-A COUNTIES : HANCOCK LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-1609544 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 615-06527 2.000 EACH | 375.00000 750.00| 475.00000 950.00| 513.00000 1026.00 MONUMENT, SECTION CORNER | | | 0033 616-02320 334.000 SYS | 2.30000 768.20| 4.00000 1336.00| 2.88000 961.92 GEOTEXTILES | | | 0034 616-05689 31.000 TON | 41.50000 1286.50| 35.00000 1085.00| 35.14000 1089.34 RIPRAP, CLASS 2 | | | 0035 616-06405 57.000 TON | 24.50000 1396.50| 35.00000 1995.00| 23.98000 1366.86 RIPRAP, REVETMENT | | | 0036 621-06545 1.000 TON | 805.00000 805.00| 450.00000 450.00| 961.20000 961.20 FERTILIZER | | | 0037 621-06557 226.000 LBS | 2.98000 673.48| 3.00000 678.00| 3.74000 845.24 SEED MIXTURE, T | | | 0038 621-06565 6.000 TON | 375.00000 2250.00| 350.00000 2100.00| 480.60000 2883.60 MULCHING MATERIAL | | | 0039 621-06575 13630.000 SYS | 2.92000 39799.60| 2.45000 33393.50| 2.61000 35574.30 SODDING, NURSERY | | | 0040 702-90915 30.000 CYS | 567.00000 17010.00| 747.50000 22425.00| 1143.00000 34290.00 CONCRETE, A | | | 0041 703-51032 2070.000 LBS | 1.50000 3105.00| 2.59000 5361.30| 2.88000 5961.60 REINFORCING STEEL, EPOXY COATED | | | 0042 714-08331 70.000 LFT | 1200.00000 84000.00| 975.00000 68250.00| 730.30000 51121.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 13 FT. X 4 FT. | | | 0043 714-26724 80.000 LFT | 965.00000 77200.00| 850.00000 68000.00| 689.98000 55198.40 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | 0044 715-05048 5392.000 LFT | 2.00000 10784.00| 2.40000 12940.80| 2.59000 13965.28 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0045 715-05149 898.000 LFT | 29.00000 26042.00| 32.00000 28736.00| 24.09000 21632.82 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0046 715-05151 1220.000 LFT | 34.00000 41480.00| 34.00000 41480.00| 24.00000 29280.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0047 715-05152 212.000 LFT | 38.00000 8056.00| 45.00000 9540.00| 27.23000 5772.76 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0048 715-05153 161.000 LFT | 51.00000 8211.00| 50.00000 8050.00| 29.69000 4780.09 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0049 715-41045 4.000 LFT | 65.00000 260.00| 250.00000 1000.00| 53.17000 212.68 PIPE, REINFORCED CONCRETE, 12 IN. | | | 0050 715-46005 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 304.20000 608.40 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,883.77 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27670-A COUNTIES : HANCOCK LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-1609544 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 715-46015 1.000 EACH | 300.00000 300.00| 250.00000 250.00| 486.00000 486.00 PIPE END SECTION, 21 IN. | | | 0052 715-91361 8.000 LFT | 12.00000 96.00| 50.00000 400.00| 59.13000 473.04 PIPE, PVC, 6 IN. | | | 0053 715-99384 18.000 LFT | 132.00000 2376.00| 40.00000 720.00| 102.25000 1840.50 PIPE, REINFORCED CONCRETE, 15 IN. | | | 0054 718-06532 3281.000 LFT | 0.90000 2952.90| 1.00000 3281.00| 1.19000 3904.39 VIDEO INSPECTION FOR UNDERDRAINS | | | 0055 718-52610 409.000 CYS | 35.00000 14315.00| 29.40000 12024.60| 31.75000 12985.75 AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 5887.000 SYS | 0.80000 4709.60| 1.65000 9713.55| 1.78000 10478.86 GEOTEXTILES FOR UNDERDRAIN | | | 0057 720-44296 2.000 EACH | 460.00000 920.00| 400.00000 800.00| 279.00000 558.00 CAP INLET | | | 0058 720-45035 2.000 EACH | 1286.00000 2572.00| 800.00000 1600.00| 1087.92000 2175.84 INLET, F7 | | | 0059 720-45265 6.000 EACH | 934.00000 5604.00| 1000.00000 6000.00| 901.80000 5410.80 PIPE CATCH BASIN, 15 IN. | | | 0060 720-45270 1.000 EACH | 748.00000 748.00| 1050.00000 1050.00| 1083.60000 1083.60 PIPE CATCH BASIN, 18 IN. | | | 0061 720-45410 8.000 EACH | 2477.00000 19816.00| 1700.00000 13600.00| 2007.00000 16056.00 MANHOLE, C4 | | | 0062 720-90984 2.000 EACH | 2626.00000 5252.00| 2200.00000 4400.00| 2244.60000 4489.20 MANHOLE, C2 | | | 0063 720-98174 14.000 EACH | 2414.00000 33796.00| 1700.00000 23800.00| 1954.44000 27362.16 INLET, B15 | | | 0064 720-98555 2.000 EACH | 2400.00000 4800.00| 1800.00000 3600.00| 1972.44000 3944.88 INLET, C15 | | | 0065 720-99416 2.000 EACH | 2400.00000 4800.00| 1900.00000 3800.00| 2224.80000 4449.60 CATCH BASIN, B15 | | | 0066 720-99417 17.000 EACH | 2300.00000 39100.00| 2000.00000 34000.00| 2449.80000 41646.60 CATCH BASIN, C15 | | | 0067 801-04308 8.000 EACH | 135.00000 1080.00| 135.00000 1080.00| 145.80000 1166.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06625 16.000 EACH | 90.00000 1440.00| 90.00000 1440.00| 97.20000 1555.20 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 12.000 EACH | 90.00000 1080.00| 90.00000 1080.00| 97.20000 1166.40 CONSTRUCTION SIGN, A | | | 0070 801-06775 LUMP | 17871.96000 17871.96| 9000.00000 9000.00| 24105.60000 24105.60 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,883.77 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27670-A COUNTIES : HANCOCK LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-1609544 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 801-07118 96.000 LFT | 8.34000 800.64| 8.34000 800.64| 9.01000 864.96 BARRICADE, III-A | | | 0072 801-07119 96.000 LFT | 8.34000 800.64| 8.34000 800.64| 9.01000 864.96 BARRICADE, III-B | | | 0073 802-05701 109.000 LFT | 18.00000 1962.00| 13.75000 1498.75| 14.85000 1618.65 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0074 802-76025 50.000 SFT | 22.00000 1100.00| 23.00000 1150.00| 24.84000 1242.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0075 802-76035 2.000 SFT | 30.00000 60.00| 39.00000 78.00| 42.12000 84.24 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0076 808-06703 634.000 LFT | 0.32000 202.88| 0.32000 202.88| 0.35000 221.90 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0077 808-75245 4917.000 LFT | 0.32000 1573.44| 0.32000 1573.44| 0.35000 1720.95 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0078 808-75297 151.000 LFT | 3.00000 453.00| 3.00000 453.00| 3.24000 489.24 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0079 808-75300 538.000 LFT | 1.00000 538.00| 1.00000 538.00| 1.08000 581.04 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0080 808-75320 4.000 EACH | 70.00000 280.00| 70.00000 280.00| 75.60000 302.40 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0081 808-75998 70.000 EACH | 35.00000 2450.00| 35.00000 2450.00| 38.88000 2721.60 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0082 604-07901 307.000 SYS | 97.45000 29917.15| 164.00000 50348.00| 116.10000 35642.70 CURB RAMP, CONCRETE, G | | | SECTION TOTALS | $ 1,315,000.00| $ 1,340,899.41| $ 1,433,348.72 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,315,000.00| $ 1,340,899.41| $ 1,433,348.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,883.77 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27670-A COUNTIES : HANCOCK LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1917625 |( 6 ) 35-0918397 |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION 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 | 26000.00000 26000.00| 25101.84000 25101.84| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1480.00000 22200.00| 2674.01000 40110.15| 2300.00000 34500.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 71800.00000 71800.00| 66303.79000 66303.79| 73000.00000 73000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 32000.00000 32000.00| 23691.58000 23691.58| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0007 202-02279 659.000 LFT | 3.75000 2471.25| 4.62000 3044.58| 6.50000 4283.50 CURB AND GUTTER, REMOVE | | | 0008 202-96133 272.000 LFT | 6.87000 1868.64| 26.59000 7232.48| 17.25000 4692.00 PIPE, REMOVE | | | 0009 203-02000 5661.000 CYS | 20.00000 113220.00| 13.06000 73932.66| 23.00000 130203.00 EXCAVATION, COMMON | | | 0010 205-06931 27.000 TON | 31.46000 849.42| 82.23000 2220.21| 38.00000 1026.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06933 25.000 EACH | 59.85000 1496.25| 56.12000 1403.00| 55.00000 1375.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 207-07499 10724.000 SYS | 3.00000 32172.00| 3.56000 38177.44| 2.75000 29491.00 SUBGRADE TREATMENT, TYPE B | | | 0013 211-07454 1356.000 CYS | 15.00000 20340.00| 16.55000 22441.80| 25.00000 33900.00 STRUCTURE BACKFILL | | | 0014 301-07448 609.000 TON | 23.00000 14007.00| 29.63000 18044.67| 18.00000 10962.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08032 180.000 SYS | 8.17000 1470.60| 12.12000 2181.60| 15.00000 2700.00 MILLING, TRANSITION | | | 0016 306-08034 350.000 SYS | 8.09000 2831.50| 10.02000 3507.00| 14.00000 4900.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0017 401-06264 LUMP | 968.48000 968.48| 1478.15000 1478.15| 1550.00000 1550.00 PROFILOGRAPH, HMA | | | 0018 401-07320 736.000 TON | 43.53000 32038.08| 45.00000 33120.00| 41.75000 30728.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0019 401-07389 1192.000 TON | 38.09000 45403.28| 35.50000 42316.00| 33.00000 39336.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,883.77 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27670-A COUNTIES : HANCOCK LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1917625 |( 6 ) 35-0918397 |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 401-07406 3789.000 TON | 35.37000 134016.93| 31.00000 117459.00| 34.00000 128826.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0021 401-07430 2947.000 TON | 35.37000 104235.39| 35.00000 103145.00| 37.00000 109039.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OGC25.0 | | | MM | | | 0023 406-05520 17.000 TON | 195.87000 3329.79| 180.00000 3060.00| 185.00000 3145.00 ASPHALT FOR TACK COAT | | | 0024 604-06070 1002.000 SYS | 27.77000 27825.54| 33.63000 33697.26| 30.75000 30811.50 SIDEWALK, CONCRETE | | | 0025 604-07483 571.000 TON | 46.25000 26408.75| 51.00000 29121.00| 45.00000 25695.00 HMA FOR SIDEWALK | | | 0026 605-06140 4815.000 LFT | 13.41000 64569.15| 12.81000 61680.15| 11.25000 54168.75 CURB AND GUTTER, CONCRETE | | | 0027 610-07486 1813.000 TON | 46.25000 83851.25| 41.00000 74333.00| 50.00000 90650.00 HMA FOR APPROACHES, TYPE A | | | 0028 610-07712 1360.000 SYS | 36.53000 49680.80| 42.77000 58167.20| 42.25000 57460.00 PCCP FOR APPROACHES, 6 IN. | | | 0029 611-06497 18.000 EACH | 187.17000 3369.06| 147.96000 2663.28| 160.00000 2880.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 3.000 EACH | 125.14000 375.42| 127.55000 382.65| 130.00000 390.00 RIGHT OF WAY MARKER | | | 0031 615-06505 3.000 EACH | 560.41000 1681.23| 484.69000 1454.07| 500.00000 1500.00 MONUMENT, B | | | 0032 615-06527 2.000 EACH | 516.89000 1033.78| 382.65000 765.30| 400.00000 800.00 MONUMENT, SECTION CORNER | | | 0033 616-02320 334.000 SYS | 3.09000 1032.06| 4.29000 1432.86| 3.85000 1285.90 GEOTEXTILES | | | 0034 616-05689 31.000 TON | 42.02000 1302.62| 45.87000 1421.97| 51.00000 1581.00 RIPRAP, CLASS 2 | | | 0035 616-06405 57.000 TON | 36.25000 2066.25| 22.68000 1292.76| 31.00000 1767.00 RIPRAP, REVETMENT | | | 0036 621-06545 1.000 TON | 968.48000 968.48| 908.16000 908.16| 900.00000 900.00 FERTILIZER | | | 0037 621-06557 226.000 LBS | 3.79000 856.54| 3.55000 802.30| 3.75000 847.50 SEED MIXTURE, T | | | 0038 621-06565 6.000 TON | 484.24000 2905.44| 454.08000 2724.48| 475.00000 2850.00 MULCHING MATERIAL | | | 0039 621-06575 13630.000 SYS | 2.63000 35846.90| 2.47000 33666.10| 2.50000 34075.00 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,883.77 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27670-A COUNTIES : HANCOCK LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1917625 |( 6 ) 35-0918397 |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 702-90915 30.000 CYS | 1000.00000 30000.00| 1186.13000 35583.90| 850.00000 25500.00 CONCRETE, A | | | 0041 703-51032 2070.000 LBS | 4.00000 8280.00| 5.56000 11509.20| 3.25000 6727.50 REINFORCING STEEL, EPOXY COATED | | | 0042 714-08331 70.000 LFT | 874.69000 61228.30| 1204.64000 84324.80| 1150.00000 80500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 13 FT. X 4 FT. | | | 0043 714-26724 80.000 LFT | 802.61000 64208.80| 1063.29000 85063.20| 850.00000 68000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | 0044 715-05048 5392.000 LFT | 2.45000 13210.40| 2.45000 13210.40| 2.60000 14019.20 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0045 715-05149 898.000 LFT | 38.22000 34321.56| 49.38000 44343.24| 43.00000 38614.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0046 715-05151 1220.000 LFT | 34.73000 42370.60| 31.22000 38088.40| 45.00000 54900.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0047 715-05152 212.000 LFT | 28.11000 5959.32| 32.14000 6813.68| 53.00000 11236.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0048 715-05153 161.000 LFT | 39.39000 6341.79| 41.07000 6612.27| 54.00000 8694.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0049 715-41045 4.000 LFT | 52.41000 209.64| 97.93000 391.72| 90.00000 360.00 PIPE, REINFORCED CONCRETE, 12 IN. | | | 0050 715-46005 2.000 EACH | 152.35000 304.70| 549.66000 1099.32| 280.00000 560.00 PIPE END SECTION, 15 IN. | | | 0051 715-46015 1.000 EACH | 190.43000 190.43| 643.47000 643.47| 325.00000 325.00 PIPE END SECTION, 21 IN. | | | 0052 715-91361 8.000 LFT | 40.28000 322.24| 110.42000 883.36| 28.00000 224.00 PIPE, PVC, 6 IN. | | | 0053 715-99384 18.000 LFT | 169.99000 3059.82| 172.49000 3104.82| 29.00000 522.00 PIPE, REINFORCED CONCRETE, 15 IN. | | | 0054 718-06532 3281.000 LFT | 0.98000 3215.38| 1.12000 3674.72| 1.15000 3773.15 VIDEO INSPECTION FOR UNDERDRAINS | | | 0055 718-52610 409.000 CYS | 32.96000 13480.64| 30.00000 12270.00| 30.00000 12270.00 AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 5887.000 SYS | 1.61000 9478.07| 1.68000 9890.16| 1.80000 10596.60 GEOTEXTILES FOR UNDERDRAIN | | | 0057 720-44296 2.000 EACH | 459.39000 918.78| 546.18000 1092.36| 475.00000 950.00 CAP INLET | | | 0058 720-45035 2.000 EACH | 1048.24000 2096.48| 1379.80000 2759.60| 1250.00000 2500.00 INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,883.77 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27670-A COUNTIES : HANCOCK LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1917625 |( 6 ) 35-0918397 |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 720-45265 6.000 EACH | 930.19000 5581.14| 1514.04000 9084.24| 1025.00000 6150.00 PIPE CATCH BASIN, 15 IN. | | | 0060 720-45270 1.000 EACH | 994.18000 994.18| 1578.08000 1578.08| 1090.00000 1090.00 PIPE CATCH BASIN, 18 IN. | | | 0061 720-45410 8.000 EACH | 1760.70000 14085.60| 1640.22000 13121.76| 1750.00000 14000.00 MANHOLE, C4 | | | 0062 720-90984 2.000 EACH | 1868.43000 3736.86| 1749.51000 3499.02| 1850.00000 3700.00 MANHOLE, C2 | | | 0063 720-98174 14.000 EACH | 1613.00000 22582.00| 1750.18000 24502.52| 1790.00000 25060.00 INLET, B15 | | | 0064 720-98555 2.000 EACH | 1613.00000 3226.00| 1750.18000 3500.36| 1640.00000 3280.00 INLET, C15 | | | 0065 720-99416 2.000 EACH | 1740.32000 3480.64| 1879.34000 3758.68| 2100.00000 4200.00 CATCH BASIN, B15 | | | 0066 720-99417 17.000 EACH | 1794.73000 30510.41| 1934.53000 32887.01| 2200.00000 37400.00 CATCH BASIN, C15 | | | 0067 801-04308 8.000 EACH | 244.84000 1958.72| 229.59000 1836.72| 145.00000 1160.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06625 16.000 EACH | 53.32000 853.12| 50.00000 800.00| 95.00000 1520.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 12.000 EACH | 107.73000 1292.76| 101.02000 1212.24| 95.00000 1140.00 CONSTRUCTION SIGN, A | | | 0070 801-06775 LUMP | 30000.00000 30000.00| 45156.04000 45156.04| 21350.00000 21350.00 MAINTAINING TRAFFIC | | | 0071 801-07118 96.000 LFT | 9.25000 888.00| 8.67000 832.32| 8.75000 840.00 BARRICADE, III-A | | | 0072 801-07119 96.000 LFT | 9.52000 913.92| 8.93000 857.28| 8.75000 840.00 BARRICADE, III-B | | | 0073 802-05701 109.000 LFT | 14.96000 1630.64| 14.29000 1557.61| 20.00000 2180.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0074 802-76025 50.000 SFT | 25.03000 1251.50| 20.41000 1020.50| 21.00000 1050.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0075 802-76035 2.000 SFT | 42.44000 84.88| 30.61000 61.22| 39.00000 78.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0076 808-06703 634.000 LFT | 0.33000 209.22| 0.31000 196.54| 0.35000 221.90 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,883.77 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27670-A COUNTIES : HANCOCK LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1917625 |( 6 ) 35-0918397 |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 808-75245 4917.000 LFT | 0.30000 1475.10| 0.29000 1425.93| 0.35000 1720.95 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0078 808-75297 151.000 LFT | 3.54000 534.54| 3.32000 501.32| 3.25000 490.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0079 808-75300 538.000 LFT | 0.72000 387.36| 0.67000 360.46| 1.10000 591.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0080 808-75320 4.000 EACH | 81.61000 326.44| 76.53000 306.12| 75.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0081 808-75998 70.000 EACH | 35.91000 2513.70| 33.67000 2356.90| 36.00000 2520.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0082 604-07901 307.000 SYS | 141.46000 43428.22| 97.86000 30043.02| 66.00000 20262.00 CURB RAMP, CONCRETE, G | | | SECTION TOTALS | $ 1,437,635.78| $ 1,474,300.00| $ 1,474,737.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,437,635.78| $ 1,474,300.00| $ 1,474,737.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 162 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,043,593.08 ROUTE : US 20 CALL ORDER : 162 CONTRACT ID : R -27711-C COUNTIES : LAGRANGE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/14/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,052,515.95 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,138,810.76 108.1989% ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1065659 |( ) |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY | 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 | 23000.00000 23000.00| 25000.00000 25000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2150.00000 17200.00| 1400.00000 11200.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 100000.00000 100000.00| 56800.00000 56800.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 30000.00000 30000.00| 22700.00000 22700.00| CLEARING RIGHT OF WAY | | | 0007 202-01404 757.000 L | 1.00000 757.00| 0.92000 696.44| LIQUIDS AND SLUDGE, REMOVE AND DISPOSE | | | 0008 202-01405 200.000 m3 | 130.00000 26000.00| 132.60000 26520.00| CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0009 202-02240 110.000 m2 | 25.00000 2750.00| 65.00000 7150.00| PAVEMENT REMOVAL | | | 0010 202-02278 880.000 m | 8.00000 7040.00| 22.00000 19360.00| CURB, CONCRETE, REMOVE | | | 0011 202-05544 757.000 L | 1.00000 757.00| 0.92000 696.44| REGULATED MATERIALS, DISPOSE, C | | | 0012 202-05549 757.000 L | 1.75000 1324.75| 0.92000 696.44| REGULATED MATERIALS, REMOVE, C | | | 0013 202-05554 757.000 L | 0.40000 302.80| 0.92000 696.44| REGULATED MATERIALS, TRANSPORT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 162 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,043,593.08 ROUTE : US 20 CALL ORDER : 162 CONTRACT ID : R -27711-C COUNTIES : LAGRANGE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1065659 |( ) |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 202-07602 4.000 EACH | 300.00000 1200.00| 120.00000 480.00| TESTING FOR WASTE, B | | | 0015 202-07603 4.000 EACH | 590.00000 2360.00| 120.00000 480.00| TESTING FOR WASTE, C | | | 0016 202-52710 820.000 m2 | 5.00000 4100.00| 9.30000 7626.00| SIDEWALK, CONCRETE, REMOVE | | | 0017 202-78515 LUMP | 3500.00000 3500.00| 4200.00000 4200.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0018 203-02000 950.000 m3 | 20.00000 19000.00| 30.00000 28500.00| EXCAVATION, COMMON | | | 0019 205-02224 222.000 m | 6.25000 1387.50| 6.25000 1387.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0020 205-02236 28.000 EACH | 55.00000 1540.00| 55.00000 1540.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION AND CURB INLET | | | PROTECTION | | | 0021 207-07500 1590.000 m2 | 12.45000 19795.50| 12.45000 19795.50| SUBGRADE TREATMENT, TYPE C | | | 0022 211-07454 960.000 m3 | 16.00000 15360.00| 11.50000 11040.00| STRUCTURE BACKFILL | | | 0023 213-08058 200.000 m3 | 85.00000 17000.00| 85.00000 17000.00| FLOWABLE BACKFILL | | | 0024 301-07448 614.000 Mg | 15.00000 9210.00| 24.10000 14797.40| COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 304-07491 90.000 Mg | 70.00000 6300.00| 105.00000 9450.00| HMA PATCHING, TYPE C | | | 0026 306-08036 8257.000 m2 | 1.90000 15688.30| 2.20000 18165.40| MILLING, ASPHALT, 50 mm | | | 0027 306-08043 731.000 m2 | 4.00000 2924.00| 10.00000 7310.00| MILLING, TRANSITION | | | 0028 401-07334 928.000 Mg | 55.00000 51040.00| 66.00000 61248.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0029 401-07403 978.000 Mg | 47.00000 45966.00| 54.00000 52812.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07408 945.000 Mg | 39.00000 36855.00| 56.00000 52920.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0031 406-05520 2.000 Mg | 100.00000 200.00| 170.00000 340.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 162 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,043,593.08 ROUTE : US 20 CALL ORDER : 162 CONTRACT ID : R -27711-C COUNTIES : LAGRANGE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1065659 |( ) |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-95434 37.000 m | 300.00000 11100.00| 256.00000 9472.00| HANDRAIL, STEEL PIPE, 37.5 mm | | | 0033 604-07896 40.000 m2 | 67.00000 2680.00| 150.00000 6000.00| CURB RAMP, CONCRETE, B | | | 0034 604-07897 19.000 m2 | 67.00000 1273.00| 200.00000 3800.00| CURB RAMP, CONCRETE, C | | | 0035 604-07900 55.000 m2 | 67.00000 3685.00| 140.00000 7700.00| CURB RAMP, CONCRETE, F | | | 0036 604-07901 86.000 m2 | 67.00000 5762.00| 110.00000 9460.00| CURB RAMP. CONCRETE, G | | | 0037 604-07902 110.000 m2 | 67.00000 7370.00| 140.00000 15400.00| CURB RAMP, CONCRETE, H | | | 0038 604-91531 1085.000 m2 | 42.00000 45570.00| 35.00000 37975.00| SIDEWALK, CONCRETE, 100 mm | | | 0039 605-06140 840.000 m | 42.00000 35280.00| 51.00000 42840.00| CURB AND GUTTER, CONCRETE | | | 0040 610-07486 524.000 Mg | 60.00000 31440.00| 80.00000 41920.00| HMA FOR APPROACHES, TYPE A | | | 0041 611-05330 871.000 m2 | 50.00000 43550.00| 50.00000 43550.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0042 615-06490 30.000 EACH | 105.00000 3150.00| 120.00000 3600.00| RIGHT OF WAY MARKER | | | 0043 615-06505 7.000 EACH | 505.00000 3535.00| 380.00000 2660.00| MONUMENT, B | | | 0044 621-06570 220.000 m3 | 60.00000 13200.00| 30.30000 6666.00| TOP SOIL | | | 0045 621-06575 1405.000 m2 | 5.45000 7657.25| 5.44000 7643.20| SODDING, NURSERY | | | 0046 714-04802 46.000 m2 | 104.00000 4784.00| 104.00000 4784.00| CONCRETE MODULAR BLOCK WALL | | | 0047 715-02187 11.000 EACH | 75.00000 825.00| 165.00000 1815.00| WATER VALVE BOX, ADJUST | | | 0048 715-05024 6.000 m | 500.00000 3000.00| 350.00000 2100.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0049 715-05146 9.000 m | 130.00000 1170.00| 240.00000 2160.00| PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0050 715-05148 3.000 m | 135.00000 405.00| 275.00000 825.00| PIPE, TYPE 2, CIRCULAR, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 162 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,043,593.08 ROUTE : US 20 CALL ORDER : 162 CONTRACT ID : R -27711-C COUNTIES : LAGRANGE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1065659 |( ) |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 715-05149 426.000 m | 135.00000 57510.00| 120.00000 51120.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0052 715-05151 31.000 m | 190.00000 5890.00| 146.00000 4526.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0053 715-05152 278.000 m | 180.00000 50040.00| 120.00000 33360.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0054 715-08250 37.000 m | 170.00000 6290.00| 140.00000 5180.00| PIPE, DUCTILE IRON, 300 mm | | | 0055 720-03757 17.000 EACH | 2500.00000 42500.00| 2800.00000 47600.00| MANHOLE, C15 | | | 0056 720-44000 13.000 EACH | 250.00000 3250.00| 415.00000 5395.00| CASTING, ADJUST TO GRADE | | | 0057 720-45270 1.000 EACH | 800.00000 800.00| 1500.00000 1500.00| PIPE CATCH BASIN, 450 mm | | | 0058 720-45410 4.000 EACH | 1800.00000 7200.00| 2000.00000 8000.00| MANHOLE, C4 | | | 0059 720-92884 1.000 EACH | 4300.00000 4300.00| 6200.00000 6200.00| MANHOLE, K4, MODIFIED | | | 0060 720-93409 2.000 EACH | 3000.00000 6000.00| 2500.00000 5000.00| INLET, B15, MODIFIED | | | 0061 720-93411 1.000 EACH | 3000.00000 3000.00| 2500.00000 2500.00| INLET, C15, MODIFIED | | | 0062 720-94612 1.000 EACH | 4300.00000 4300.00| 6200.00000 6200.00| MANHOLE, K4 | | | 0063 720-98174 6.000 EACH | 2000.00000 12000.00| 2110.00000 12660.00| INLET, B15 | | | 0064 720-98555 1.000 EACH | 2000.00000 2000.00| 2110.00000 2110.00| INLET, C15 | | | 0065 731-93946 46.000 m2 | 242.00000 11132.00| 242.00000 11132.00| WALL ERECTION | | | 0066 731-93947 37.000 m | 125.00000 4625.00| 87.00000 3219.00| LEVELING PAD, CONCRETE | | | 0067 732-04837 2.000 EACH | 125.00000 250.00| 300.00000 600.00| PLUG 150MM | | | 0068 732-07653 7.000 Mg | 25.00000 175.00| 15.00000 105.00| COARSE AGGREGATE, NO. 8 | | | 0069 801-06207 2820.000 m | 2.79000 7867.80| 2.79000 7867.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 162 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,043,593.08 ROUTE : US 20 CALL ORDER : 162 CONTRACT ID : R -27711-C COUNTIES : LAGRANGE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1065659 |( ) |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 801-06625 44.000 EACH | 66.00000 2904.00| 66.00000 2904.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 31.000 EACH | 149.00000 4619.00| 149.00000 4619.00| CONSTRUCTION SIGN, A | | | 0072 801-06645 14.000 EACH | 40.00000 560.00| 40.00000 560.00| CONSTRUCTION SIGN, B | | | 0073 801-06775 LUMP | 26000.00000 26000.00| 83946.15000 83946.15| MAINTAINING TRAFFIC | | | 0074 801-07119 65.000 m | 88.00000 5720.00| 88.00000 5720.00| BARRICADE, III-B | | | 0075 802-05701 49.000 m | 28.00000 1372.00| 28.00000 1372.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0076 802-05705 72.000 m | 25.00000 1800.00| 25.00000 1800.00| SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0077 802-76025 22.000 m2 | 110.00000 2420.00| 110.00000 2420.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0078 802-76035 12.000 m2 | 120.00000 1440.00| 120.00000 1440.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0079 805-01815 4.000 EACH | 1200.00000 4800.00| 1200.00000 4800.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0080 805-01842 7.000 EACH | 600.00000 4200.00| 600.00000 4200.00| HANDHOLE, SIGNAL | | | 0081 805-02087 LUMP | 800.00000 800.00| 750.00000 750.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0082 805-06592 225.000 m | 27.00000 6075.00| 27.00000 6075.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0083 805-78106 1.000 EACH | 8300.00000 8300.00| 8300.00000 8300.00| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0084 805-78205 8.000 EACH | 510.00000 4080.00| 510.00000 4080.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0085 805-78355 8.000 EACH | 310.00000 2480.00| 310.00000 2480.00| PEDESTRIAN SIGNAL HEAD, 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 162 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,043,593.08 ROUTE : US 20 CALL ORDER : 162 CONTRACT ID : R -27711-C COUNTIES : LAGRANGE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1065659 |( ) |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0086 805-78370 8.000 EACH | 75.00000 600.00| 75.00000 600.00| PEDESTRIAN PUSH BUTTON | | | 0087 805-78415 4.000 EACH | 1400.00000 5600.00| 1400.00000 5600.00| SPAN, CATENARY, AND TETHER | | | 0088 805-78420 4.000 EACH | 180.00000 720.00| 180.00000 720.00| DISCONNECT HANGER | | | 0089 805-78445 1.000 EACH | 475.00000 475.00| 475.00000 475.00| SIGNAL SERVICE | | | 0090 805-78467 30.000 m | 12.00000 360.00| 12.00000 360.00| SIGNAL CABLE, 3C 8GA. | | | 0091 805-78470 1320.000 m | 0.70000 924.00| 0.70000 924.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0092 805-78485 530.000 m | 2.75000 1457.50| 2.75000 1457.50| SIGNAL CABLE, 5C 14GA. | | | 0093 805-78490 180.000 m | 3.00000 540.00| 3.00000 540.00| SIGNAL CABLE, 7C 14GA. | | | 0094 805-78510 820.000 m | 2.25000 1845.00| 2.25000 1845.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0095 805-78785 8.000 EACH | 475.00000 3800.00| 475.00000 3800.00| SIGNAL DETECTOR HOUSING | | | 0096 805-78795 460.000 m | 28.00000 12880.00| 28.00000 12880.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0097 805-78925 1.000 EACH | 540.00000 540.00| 540.00000 540.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0098 805-81032 4.000 EACH | 2950.00000 11800.00| 2950.00000 11800.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0099 808-06703 150.000 m | 1.20000 180.00| 1.20000 180.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0100 808-06716 1203.000 m | 1.90000 2285.70| 1.90000 2285.70| LINE, REMOVE | | | 0101 808-75245 1253.000 m | 1.20000 1503.60| 1.20000 1503.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0102 808-75278 85.000 m | 8.45000 718.25| 8.45000 718.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0103 808-75297 64.000 m | 16.10000 1030.40| 16.10000 1030.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 162 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,043,593.08 ROUTE : US 20 CALL ORDER : 162 CONTRACT ID : R -27711-C COUNTIES : LAGRANGE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1065659 |( ) |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 808-75300 331.000 m | 5.10000 1688.10| 5.10000 1688.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0105 808-75320 5.000 EACH | 75.00000 375.00| 75.00000 375.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0106 808-75325 5.000 EACH | 115.00000 575.00| 115.00000 575.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0107 808-75996 54.000 EACH | 5.00000 270.00| 10.00000 540.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0108 808-75998 54.000 EACH | 35.75000 1930.50| 35.75000 1930.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0109 808-92027 520.000 m | 2.35000 1222.00| 2.35000 1222.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0110 801-04308 10.000 EACH | 450.00000 4500.00| 450.00000 4500.00| ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 1,052,515.95| $ 1,138,810.76| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,052,515.95| $ 1,138,810.76| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 166 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,118,200.07 ROUTE : 912 CALL ORDER : 166 CONTRACT ID : R -27807-A COUNTIES : LAKE LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/18/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 8,882,616.07 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 9,840,505.58 110.7839% 3 35-1120685 WALSH & KELLY INC $ 9,992,127.60 112.4908% ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK OVERLAY | | | 0001 105-06845 LUMP | 353000.00000 353000.00| 120000.00000 120000.00| 95000.00000 95000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 18.000 MOS | 2115.00000 38070.00| 2500.00000 45000.00| 2750.00000 49500.00 FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 440000.00000 440000.00| 495000.00000 495000.00| 495000.00000 495000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 85000.00000 85000.00| 99000.00000 99000.00| 70000.00000 70000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 40720.000 SYS | 5.00000 203600.00| 8.00000 325760.00| 8.00000 325760.00 PAVEMENT REMOVAL | | | 0008 202-02241 1303.000 LFT | 2.05000 2671.15| 2.05000 2671.15| 2.20000 2866.60 GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 299500.00000 299500.00| 694492.89000 694492.89| 320000.00000 320000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0010 202-51328 LUMP | 124750.00000 124750.00| 289275.42000 289275.42| 133000.00000 133000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 166 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,118,200.07 ROUTE : 912 CALL ORDER : 166 CONTRACT ID : R -27807-A COUNTIES : LAKE LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 202-62420 147.000 LFT | 2.25000 330.75| 6.00000 882.00| 2.60000 382.20 BRIDGE RAILING, REMOVE | | | 0012 202-93741 2.000 EACH | 120.00000 240.00| 120.00000 240.00| 138.00000 276.00 GUARD RAIL END TREATMENT, REMOVE , TYPE | | | I | | | 0013 203-02000 14497.000 CYS | 12.00000 173964.00| 19.80000 287040.60| 14.50000 210206.50 EXCAVATION, COMMON | | | 0014 205-02236 60.000 EACH | 100.00000 6000.00| 50.00000 3000.00| 50.00000 3000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 207-08266 2134.000 SYS | 1.30000 2774.20| 2.10000 4481.40| 9.00000 19206.00 SUBGRADE TREATMENT, TYPE III | | | 0016 207-08267 60811.000 SYS | 4.00000 243244.00| 5.50000 334460.50| 7.00000 425677.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0017 211-06467 39.000 CYS | 40.00000 1560.00| 40.00000 1560.00| 45.00000 1755.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 6800.000 CYS | 12.00000 81600.00| 12.00000 81600.00| 13.00000 88400.00 STRUCTURE BACKFILL | | | 0019 301-07448 8152.000 TON | 14.00000 114128.00| 14.00000 114128.00| 13.00000 105976.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 282.000 CYS | 30.00000 8460.00| 30.00000 8460.00| 34.00000 9588.00 DENSE GRADED SUBBASE | | | 0021 304-07491 600.000 TON | 122.00000 73200.00| 122.00000 73200.00| 180.00000 108000.00 HMA PATCHING, TYPE C | | | 0022 306-08041 80500.000 SYS | 1.50000 120750.00| 1.74000 140070.00| 2.00000 161000.00 MILLING, CONCRETE PAVEMENT 1.5 INCH | | | 0023 306-08041 14100.000 SYS | 2.50000 35250.00| 3.00000 42300.00| 3.50000 49350.00 MILLING, CONCRETE PAVEMENT 3 INCH | | | 0024 306-08043 11583.000 SYS | 2.50000 28957.50| 2.51000 29073.33| 1.80000 20849.40 MILLING, TRANSITION | | | 0025 401-06264 LUMP | 2200.00000 2200.00| 2200.00000 2200.00| 8000.00000 8000.00 PROFILOGRAPH, HMA | | | 0026 401-07328 11454.000 TON | 47.00000 538338.00| 47.00000 538338.00| 49.00000 561246.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm --SMA | | | 0027 401-07398 21865.000 TON | 32.00000 699680.00| 32.00000 699680.00| 36.00000 787140.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0029 401-07405 7007.000 TON | 31.50000 220720.50| 31.50000 220720.50| 37.00000 259259.00 QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07424 15303.000 TON | 27.25000 417006.75| 27.25000 417006.75| 33.00000 504999.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 166 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,118,200.07 ROUTE : 912 CALL ORDER : 166 CONTRACT ID : R -27807-A COUNTIES : LAKE LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 402-07432 5846.000 TON | 45.00000 263070.00| 45.00000 263070.00| 39.50000 230917.00 HMA SURFACE, TYPE A | | | 0032 402-07440 4656.000 TON | 35.00000 162960.00| 35.00000 162960.00| 35.00000 162960.00 HMA BASE. TYPE A | | | 0034 406-05520 78.000 TON | 170.00000 13260.00| 170.00000 13260.00| 375.00000 29250.00 ASPHALT FOR TACK COAT | | | 0035 601-01522 2.000 EACH | 1855.00000 3710.00| 1855.00000 3710.00| 2000.00000 4000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-02024 2.000 EACH | 1950.00000 3900.00| 1950.00000 3900.00| 2100.00000 4200.00 GUARDRAIL TRANSITION, TGB, MODIFIED | | | 0037 601-07024 2.000 EACH | 9200.00000 18400.00| 9200.00000 18400.00| 10000.00000 20000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0038 601-07050 10.000 EACH | 1400.00000 14000.00| 1400.00000 14000.00| 2000.00000 20000.00 GUARDRAIL END TREATMENT, OS, RESET | | | 0039 601-52540 1.000 EACH | 1900.00000 1900.00| 1900.00000 1900.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SECTION, W BEAM | | | 0040 601-92948 7800.000 LFT | 1.65000 12870.00| 1.65000 12870.00| 1.90000 14820.00 GUARDRAIL, ADJUST HEIGHT | | | 0041 601-94689 3.000 EACH | 2300.00000 6900.00| 2300.00000 6900.00| 2900.00000 8700.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 1044.000 LFT | 14.75000 15399.00| 14.75000 15399.00| 16.00000 16704.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 601-99132 2.000 EACH | 60.00000 120.00| 60.00000 120.00| 67.00000 134.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0044 602-06729 302.000 EACH | 3.49000 1053.98| 6.50000 1963.00| 4.00000 1208.00 BARRIER DELINEATOR | | | 0045 602-06944 3677.000 LFT | 40.00000 147080.00| 60.00000 220620.00| 50.00000 183850.00 BARRIER, CONCRETE, 33 IN. | | | 0046 602-06977 2352.000 LFT | 59.00000 138768.00| 100.00000 235200.00| 73.00000 171696.00 BARRIER, CONCRETE, 33 IN., MODIFIED | | | 0047 603-06065 300.000 LFT | 17.40000 5220.00| 12.00000 3600.00| 20.00000 6000.00 FENCE, CHAIN LINK, RESET | | | 0048 603-97461 600.000 LFT | 5.00000 3000.00| 3.50000 2100.00| 5.50000 3300.00 TEMPORARY FENCE | | | 0049 605-06140 5354.000 LFT | 14.00000 74956.00| 13.00000 69602.00| 14.00000 74956.00 CURB AND GUTTER, CONCRETE | | | 0050 609-06259 1693.000 SYS | 52.00000 88036.00| 52.00000 88036.00| 55.50000 93961.50 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 166 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,118,200.07 ROUTE : 912 CALL ORDER : 166 CONTRACT ID : R -27807-A COUNTIES : LAKE LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 611-03393 2.000 EACH | 25000.00000 50000.00| 6800.00000 13600.00| 30000.00000 60000.00 TEMPORARY CROSSOVER, B MODIFIED | | | 0052 615-06505 5.000 EACH | 510.00000 2550.00| 510.00000 2550.00| 500.00000 2500.00 MONUMENT, B | | | 0053 616-02320 11897.000 SYS | 1.15000 13681.55| 5.00000 59485.00| 0.55000 6543.35 GEOTEXTILES | | | 0054 619-05926 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 2200.00000 2200.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0055 619-95457 LUMP | 49500.00000 49500.00| 49500.00000 49500.00| 54000.00000 54000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 1 | | | 0056 702-51005 934.000 CYS | 525.00000 490350.00| 525.00000 490350.00| 580.00000 541720.00 CONCRETE, A, SUBSTRUCTURE | | | 0057 702-51863 288.000 EACH | 12.00000 3456.00| 12.00000 3456.00| 13.00000 3744.00 FIELD DRILLED HOLE IN CONCRETE | | | 0058 703-51030 93413.000 LBS | 0.85000 79401.05| 0.85000 79401.05| 0.95000 88742.35 REINFORCING STEEL | | | 0059 703-51032 363087.000 LBS | 0.90000 326778.30| 0.90000 326778.30| 1.00000 363087.00 REINFORCING STEEL, EPOXY COATED | | | 0060 703-96512 721.000 EACH | 55.00000 39655.00| 55.00000 39655.00| 60.00000 43260.00 BAR SPLICE MECHANICAL | | | 0061 704-51002 1007.000 CYS | 475.00000 478325.00| 475.00000 478325.00| 530.00000 533710.00 CONCRETE, C, SUPERSTRUCTURE | | | 0062 706-05732 2.000 EACH | 1500.00000 3000.00| 1500.00000 3000.00| 1700.00000 3400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0063 706-08188 147.000 LFT | 80.00000 11760.00| 75.00000 11025.00| 90.00000 13230.00 RAILING, TR | | | 0064 706-51020 141.000 CYS | 350.00000 49350.00| 350.00000 49350.00| 380.00000 53580.00 CONCRETE, C, RAILING | | | 0065 709-51821 LUMP | 4800.00000 4800.00| 4800.00000 4800.00| 7500.00000 7500.00 SURFACE SEAL , STR. NO. 1 | | | 0066 709-51821 LUMP | 6380.00000 6380.00| 6380.00000 6380.00| 5500.00000 5500.00 SURFACE SEAL , STR. NO. 2 | | | 0067 711-51038 LUMP | 155000.00000 155000.00| 155000.00000 155000.00| 170000.00000 170000.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0068 711-51864 5544.000 EACH | 14.00000 77616.00| 14.00000 77616.00| 16.00000 88704.00 DRILLED HOLE | | | 0069 711-51864 1080.000 EACH | 25.00000 27000.00| 25.00000 27000.00| 27.00000 29160.00 DRILLED HOLE , ON CURVED SURFACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 166 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,118,200.07 ROUTE : 912 CALL ORDER : 166 CONTRACT ID : R -27807-A COUNTIES : LAKE LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 711-51877 LUMP | 119000.00000 119000.00| 94000.00000 94000.00| 102000.00000 102000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0071 711-51877 LUMP | 149000.00000 149000.00| 124000.00000 124000.00| 133000.00000 133000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0072 715-01662 3000.000 LFT | 7.50000 22500.00| 6.10000 18300.00| 8.25000 24750.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0073 715-05048 15798.000 LFT | 3.00000 47394.00| 3.00000 47394.00| 4.15000 65561.70 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0074 715-05053 363.000 LFT | 35.00000 12705.00| 35.00000 12705.00| 58.00000 21054.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0075 715-05149 1246.000 LFT | 25.00000 31150.00| 42.00000 52332.00| 37.00000 46102.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0076 715-05422 3898.000 LFT | 60.00000 233880.00| 66.00000 257268.00| 88.00000 343024.00 PIPE, SLOTTED DRAIN, 12 IN. | | | 0077 715-46000 29.000 EACH | 200.00000 5800.00| 320.00000 9280.00| 310.00000 8990.00 PIPE END SECTION, 12 IN. | | | 0078 715-92037 100.000 LFT | 25.00000 2500.00| 14.00000 1400.00| 28.00000 2800.00 PIPE, PVC, 4 IN. | | | 0079 718-04986 12.000 EACH | 725.00000 8700.00| 1130.00000 13560.00| 1475.00000 17700.00 CLEANOUT PORT | | | 0080 718-52610 1295.000 CYS | 30.00000 38850.00| 30.00000 38850.00| 40.00000 51800.00 AGGREGATE FOR UNDERDRAINS | | | 0081 720-07301 5.000 EACH | 2250.00000 11250.00| 1700.00000 8500.00| 2200.00000 11000.00 INLET TYPE HA 5 | | | 0082 720-44015 12.000 EACH | 350.00000 4200.00| 800.00000 9600.00| 680.00000 8160.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0083 720-44025 8.000 EACH | 435.00000 3480.00| 560.00000 4480.00| 400.00000 3200.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0084 720-44296 2.000 EACH | 465.00000 930.00| 700.00000 1400.00| 150.00000 300.00 CAP INLET | | | 0085 720-45041 7.000 EACH | 2885.00000 20195.00| 3700.00000 25900.00| 2500.00000 17500.00 INLET, H5 | | | 0086 720-45045 23.000 EACH | 1250.00000 28750.00| 1800.00000 41400.00| 1700.00000 39100.00 INLET, J10 | | | 0087 720-45055 3.000 EACH | 1400.00000 4200.00| 1800.00000 5400.00| 1650.00000 4950.00 INLET, M10 | | | 0088 720-45080 7.000 EACH | 1775.00000 12425.00| 2700.00000 18900.00| 2200.00000 15400.00 INLET, S14 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 166 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,118,200.07 ROUTE : 912 CALL ORDER : 166 CONTRACT ID : R -27807-A COUNTIES : LAKE LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 722-51401 2505.000 SFT | 28.75000 72018.75| 28.75000 72018.75| 31.00000 77655.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0090 722-51842 5692.000 SYS | 34.20000 194666.40| 34.20000 194666.40| 37.00000 210604.00 BRIDGE DECK OVERLAY | | | 0091 722-51846 40.000 CYS | 330.00000 13200.00| 330.00000 13200.00| 330.00000 13200.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0092 722-51852 3757.000 SFT | 19.00000 71383.00| 19.00000 71383.00| 21.00000 78897.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0093 726-92406 18.000 EACH | 350.00000 6300.00| 350.00000 6300.00| 380.00000 6840.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0094 801-01093 12.000 EACH | 728.00000 8736.00| 728.00000 8736.00| 800.00000 9600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0095 801-04308 6.000 EACH | 390.00000 2340.00| 390.00000 2340.00| 440.00000 2640.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06203 24500.000 LFT | 0.18000 4410.00| 0.18000 4410.00| 0.21000 5145.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0097 801-06207 17000.000 LFT | 0.78000 13260.00| 0.78000 13260.00| 1.20000 20400.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0098 801-06639 2000.000 LFT | 19.00000 38000.00| 16.65000 33300.00| 24.00000 48000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0099 801-06640 46.000 EACH | 119.00000 5474.00| 119.00000 5474.00| 130.00000 5980.00 CONSTRUCTION SIGN, A | | | 0100 801-06645 8.000 EACH | 28.00000 224.00| 28.00000 224.00| 32.00000 256.00 CONSTRUCTION SIGN, B | | | 0101 801-06646 11000.000 LFT | 16.00000 176000.00| 17.75000 195250.00| 22.00000 242000.00 TEMPORARY CONCRETE BARRIER | | | 0102 801-06710 740.000 DAY | 10.00000 7400.00| 10.00000 7400.00| 11.50000 8510.00 FLASHING ARROW SIGN | | | 0103 801-06775 LUMP | 100000.00000 100000.00| 90000.00000 90000.00| 90000.00000 90000.00 MAINTAINING TRAFFIC | | | 0104 801-07118 216.000 LFT | 16.67000 3600.72| 16.67000 3600.72| 19.00000 4104.00 BARRICADE, III-A | | | 0105 801-07119 108.000 LFT | 19.79000 2137.32| 19.79000 2137.32| 22.00000 2376.00 BARRICADE, III-B | | | 0106 801-07606 1400.000 LFT | 22.00000 30800.00| 33.49000 46886.00| 35.00000 49000.00 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0107 801-09133 2.000 EACH | 6478.00000 12956.00| 6478.00000 12956.00| 7200.00000 14400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 166 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,118,200.07 ROUTE : 912 CALL ORDER : 166 CONTRACT ID : R -27807-A COUNTIES : LAKE LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 802-91122 2.000 EACH | 500.00000 1000.00| 250.00000 500.00| 325.00000 650.00 SIGN, GROUND MOUNTED, RESET | | | 0109 808-03002 19950.000 LFT | 0.40000 7980.00| 0.25000 4987.50| 0.28000 5586.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0110 808-03631 35200.000 LFT | 0.40000 14080.00| 0.25000 8800.00| 0.28000 9856.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0111 808-03632 35200.000 LFT | 0.40000 14080.00| 0.25000 8800.00| 0.28000 9856.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0112 808-05534 4000.000 LFT | 0.80000 3200.00| 0.35000 1400.00| 0.40000 1600.00 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0113 808-05535 800.000 LFT | 10.00000 8000.00| 6.85000 5480.00| 7.90000 6320.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0114 808-06716 19000.000 LFT | 0.45000 8550.00| 0.45000 8550.00| 0.50000 9500.00 LINE, REMOVE | | | 0115 808-75996 1300.000 EACH | 3.90000 5070.00| 5.00000 6500.00| 3.50000 4550.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0116 808-75998 1300.000 EACH | 21.25000 27625.00| 21.25000 27625.00| 24.50000 31850.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0117 105-06904 2.000 EACH | 200.00000 400.00| 150.00000 300.00| 300.00000 600.00 PHONE(SUPERVISOR) | | | 0118 105-06905 5.000 EACH | 150.00000 750.00| 225.00000 1125.00| 280.00000 1400.00 PHONE(INSPECTOR) | | | 0119 105-06906 18.000 MOS | 300.00000 5400.00| 75.00000 1350.00| 175.00000 3150.00 CELLULAR SERVICE(SUPERVISOR) | | | 0120 402-07435 1350.000 TON | 37.00000 49950.00| 37.00000 49950.00| 42.00000 56700.00 HMA INTERMEDIATE, TYPE A | | | 0121 720-44000 40.000 EACH | 250.00000 10000.00| 400.00000 16000.00| 425.00000 17000.00 CASTING, ADJUST TO GRADE | | | 0122 202-94793 6029.000 LFT | 7.35000 44313.15| 7.00000 42203.00| 15.00000 90435.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0123 601-97774 2.000 EACH | 1100.00000 2200.00| 1100.00000 2200.00| 1200.00000 2400.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | SECTION TOTALS | $ 8,882,616.07| $ 9,840,505.58| $ 9,992,127.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,882,616.07| $ 9,840,505.58| $ 9,992,127.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/02/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 3,468,270.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,575,834.53 103.1014% 3 35-0175870 BERNS CONSTRUCTION COMPANY INC. $ 3,652,583.66 105.3143% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,990,584.90 115.0598% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 4,103,572.00 118.3175% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 4,271,942.00 123.1721% ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1917625 |( 3 ) 35-0175870 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDE WIDENING | | | 0001 105-06845 LUMP | 52200.00000 52200.00| 51000.00000 51000.00| 90000.00000 90000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1745.00000 27920.00| 2574.78000 41196.48| 2000.00000 32000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 170000.00000 170000.00| 178451.00000 178451.00| 182282.00000 182282.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 67250.00000 67250.00| 70000.00000 70000.00| 163571.50000 163571.50 CLEARING RIGHT OF WAY | | | 0007 202-02241 599.000 m | 3.00000 1797.00| 2.76000 1653.24| 2.70000 1617.30 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP | 216575.35000 216575.35| 101786.91000 101786.91| 90000.00000 90000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 17977.000 m3 | 6.50000 116850.50| 5.80000 104266.60| 19.50000 350551.50 EXCAVATION, COMMON | | | 0010 203-02070 39668.000 m3 | 10.50000 416514.00| 15.00000 595020.00| 4.00000 158672.00 BORROW | | | 0011 205-06931 25.000 Mg | 128.00000 3200.00| 73.70000 1842.50| 175.00000 4375.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1917625 |( 3 ) 35-0175870 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06936 7.000 Mg | 176.00000 1232.00| 269.90000 1889.30| 175.00000 1225.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 382.000 m | 6.50000 2483.00| 6.08000 2322.56| 5.95000 2272.90 TEMPORARY SILT FENCE | | | 0014 206-51230 222.000 m3 | 10.00000 2220.00| 34.51000 7661.22| 20.00000 4440.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 207-08268 15295.000 m2 | 11.50000 175892.50| 12.50000 191187.50| 9.40000 143773.00 SUBGRADE TREATMENT, TYPE IV | | | 0016 211-06467 59.000 m3 | 50.00000 2950.00| 129.61000 7646.99| 75.00000 4425.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 1323.000 m3 | 30.00000 39690.00| 16.79000 22213.17| 17.70000 23417.10 STRUCTURE BACKFILL | | | 0018 301-07448 171.000 Mg | 27.50000 4702.50| 23.77000 4064.67| 44.20000 7558.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 60.000 m3 | 47.00000 2820.00| 157.33000 9439.80| 50.00000 3000.00 DENSE GRADED SUBBASE | | | 0020 306-08033 1851.000 m2 | 3.50000 6478.50| 3.65000 6756.15| 5.15000 9532.65 MILLING, ASPHALT, 25 mm | | | 0021 401-07328 1173.000 Mg | 54.00000 63342.00| 50.44000 59166.12| 50.00000 58650.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0022 401-07398 1543.000 Mg | 43.50000 67120.50| 40.71000 62815.53| 40.00000 61720.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0023 401-07424 5554.000 Mg | 39.00000 216606.00| 36.41000 202221.14| 36.00000 199944.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0025 402-07453 339.000 Mg | 50.00000 16950.00| 43.00000 14577.00| 46.00000 15594.00 HMA FOR TEMPORARY PAVEMENT | | | 0026 404-05511 87.000 m2 | 13.60000 1183.20| 34.59000 3009.33| 12.50000 1087.50 SEAL COAT, 2 | | | 0027 406-05520 13.000 Mg | 108.50000 1410.50| 194.65000 2530.45| 100.00000 1300.00 ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH | 1700.00000 6800.00| 1608.83000 6435.32| 1575.00000 6300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-01625 1.000 EACH | 1385.00000 1385.00| 1302.39000 1302.39| 1275.00000 1275.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-05999 2.000 EACH | 40.00000 80.00| 36.77000 73.54| 36.00000 72.00 CURVED TERMINAL END | | | 0031 601-07023 2.000 EACH | 6400.00000 12800.00| 6026.71000 12053.42| 5900.00000 11800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1917625 |( 3 ) 35-0175870 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-94689 1.000 EACH | 2168.00000 2168.00| 2042.95000 2042.95| 2000.00000 2000.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 927.000 m | 46.75000 43337.25| 44.03000 40815.81| 43.10000 39953.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06639 82.000 m | 84.00000 6888.00| 56.42000 4626.44| 125.00000 10250.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 602-06729 10.000 EACH | 15.00000 150.00| 7.15000 71.50| 10.00000 100.00 BARRIER DELINEATOR | | | 0036 604-91531 2372.000 m2 | 24.00000 56928.00| 33.33000 79058.76| 27.20000 64518.40 SIDEWALK, CONCRETE, 100 mm | | | 0037 605-06090 52.000 m | 70.00000 3640.00| 30.64000 1593.28| 86.30000 4487.60 CURB, INTEGRAL, CONCRETE | | | 0038 605-06140 1561.000 m | 46.70000 72898.70| 48.54000 75770.94| 45.20000 70557.20 CURB AND GUTTER, CONCRETE | | | 0039 605-06255 1238.000 m2 | 50.00000 61900.00| 42.90000 53110.20| 75.20000 93097.60 CENTER CURB, D, CONCRETE | | | 0040 609-06259 394.000 m2 | 64.00000 25216.00| 109.38000 43095.72| 60.00000 23640.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0041 610-07486 617.000 Mg | 52.00000 32084.00| 52.36000 32306.12| 48.00000 29616.00 HMA FOR APPROACHES, TYPE A | | | 0042 611-05330 320.000 m2 | 47.00000 15040.00| 33.87000 10838.40| 52.70000 16864.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0043 611-06497 2.000 EACH | 150.00000 300.00| 168.54000 337.08| 165.00000 330.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 18.000 EACH | 110.00000 1980.00| 102.15000 1838.70| 100.00000 1800.00 RIGHT OF WAY MARKER | | | 0045 615-06527 1.000 EACH | 450.00000 450.00| 423.92000 423.92| 415.00000 415.00 MONUMENT, SECTION CORNER | | | 0046 616-02320 611.000 m2 | 2.30000 1405.30| 3.99000 2437.89| 1.20000 733.20 GEOTEXTILES | | | 0047 616-05689 34.000 Mg | 45.00000 1530.00| 57.16000 1943.44| 72.00000 2448.00 RIPRAP, CLASS 2 | | | 0048 616-06405 166.000 Mg | 30.00000 4980.00| 31.64000 5252.24| 45.25000 7511.50 RIPRAP, REVETMENT | | | 0049 621-01004 2.000 EACH | 270.00000 540.00| 255.37000 510.74| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1917625 |( 3 ) 35-0175870 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 621-02770 20484.000 m2 | 1.50000 30726.00| 1.42000 29087.28| 1.39000 28472.76 EROSION CONTROL BLANKET | | | 0051 621-06545 2.000 Mg | 452.00000 904.00| 425.79000 851.58| 416.84000 833.68 FERTILIZER | | | 0052 621-06548 23.000 kg | 110.00000 2530.00| 103.08000 2370.84| 100.91000 2320.93 SEED MIXTURE, CV | | | 0053 621-06554 442.000 kg | 6.00000 2652.00| 5.62000 2484.04| 5.50000 2431.00 SEED MIXTURE, U | | | 0054 621-06567 23.000 kL | 1.10000 25.30| 1.02000 23.46| 1.00000 23.00 WATER | | | 0055 621-06574 1069.000 m2 | 5.15000 5505.35| 3.61000 3859.09| 3.53000 3773.57 SODDING | | | 0056 621-06575 1259.000 m2 | 5.15000 6483.85| 3.61000 4544.99| 3.53000 4444.27 SODDING, NURSERY | | | 0057 701-51195 732.000 m | 48.00000 35136.00| 50.00000 36600.00| 75.00000 54900.00 PILE, STEEL H, HP 310 X 79 | | | 0058 701-91792 36.000 EACH | 140.00000 5040.00| 89.56000 3224.16| 140.00000 5040.00 PILE TIP, STEEL H | | | 0059 702-51005 250.000 m3 | 610.00000 152500.00| 600.00000 150000.00| 550.00000 137500.00 CONCRETE, A, SUBSTRUCTURE | | | 0060 702-51015 3.000 m3 | 1275.00000 3825.00| 600.00000 1800.00| 900.00000 2700.00 CONCRETE, B, FOOTINGS | | | 0061 702-51863 672.000 EACH | 13.00000 8736.00| 5.46000 3669.12| 10.00000 6720.00 FIELD DRILLED HOLE IN CONCRETE | | | 0062 703-51030 9331.000 kg | 1.50000 13996.50| 1.41000 13156.71| 1.65000 15396.15 REINFORCING STEEL | | | 0063 703-51032 82365.000 kg | 1.70000 140020.50| 1.62000 133431.30| 1.90000 156493.50 REINFORCING STEEL, EPOXY COATED | | | 0064 703-97936 184.000 EACH | 20.00000 3680.00| 20.16000 3709.44| 20.00000 3680.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0065 704-51002 397.000 m3 | 660.00000 262020.00| 600.00000 238200.00| 650.00000 258050.00 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-51020 41.000 m3 | 475.00000 19475.00| 450.00000 18450.00| 550.00000 22550.00 CONCRETE, C, RAILING | | | 0067 707-05982 332.000 m | 355.00000 117860.00| 360.00000 119520.00| 375.00000 124500.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0068 707-05983 389.000 m | 364.00000 141596.00| 350.00000 136150.00| 400.00000 155600.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1917625 |( 3 ) 35-0175870 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 708-51813 26.000 m2 | 690.00000 17940.00| 648.64000 16864.64| 635.00000 16510.00 PNEUMATICALLY PLACED MORTAR | | | 0070 709-51821 LUMP | 7740.00000 7740.00| 6874.15000 6874.15| 7130.00000 7130.00 SURFACE SEAL | | | 0071 714-06940 10.000 m | 1210.00000 12100.00| 1100.00000 11000.00| 2080.00000 20800.00 CONCRETE CULVERT EXTENSION, PRECAST | | | REINFORCED CONCRETE BOX SECTIONS, 2400 | | | mm X 1500mm | | | 0072 714-44240 4.000 m3 | 1276.00000 5104.00| 1549.67000 6198.68| 1375.00000 5500.00 CONCRETE, A, STRUCTURES | | | 0073 715-05024 223.000 m | 200.00000 44600.00| 234.61000 52318.03| 237.70000 53007.10 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0074 715-05048 1501.000 m | 9.40000 14109.40| 9.22000 13839.22| 9.60000 14409.60 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0075 715-05128 65.000 m | 340.00000 22100.00| 156.31000 10160.15| 341.50000 22197.50 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0076 715-05149 4.000 m | 103.00000 412.00| 114.24000 456.96| 220.60000 882.40 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0077 715-05151 475.000 m | 87.00000 41325.00| 171.21000 81324.75| 160.70000 76332.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0078 715-05152 35.000 m | 93.00000 3255.00| 144.69000 5064.15| 170.50000 5967.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0079 715-05154 90.000 m | 123.00000 11070.00| 176.66000 15899.40| 191.25000 17212.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0080 715-05156 55.000 m | 170.00000 9350.00| 258.71000 14229.05| 283.90000 15614.50 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0081 715-05407 79.000 m | 11.50000 908.50| 22.62000 1786.98| 35.00000 2765.00 PIPE, END BENT DRAIN, 150 mm | | | 0082 715-46000 1.000 EACH | 202.00000 202.00| 234.94000 234.94| 228.00000 228.00 PIPE END SECTION, 300 mm | | | 0083 715-46005 9.000 EACH | 190.00000 1710.00| 337.81000 3040.29| 253.00000 2277.00 PIPE END SECTION, 375 mm | | | 0084 715-46020 1.000 EACH | 372.00000 372.00| 414.01000 414.01| 583.50000 583.50 PIPE END SECTION, 600 mm | | | 0085 715-46040 1.000 EACH | 563.00000 563.00| 546.15000 546.15| 1340.00000 1340.00 PIPE END SECTION, 900 mm | | | 0086 718-06532 1000.000 m | 3.25000 3250.00| 3.69000 3690.00| 2.50000 2500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0087 718-52610 339.000 m3 | 42.00000 14238.00| 36.52000 12380.28| 30.50000 10339.50 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1917625 |( 3 ) 35-0175870 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 718-99153 4520.000 m2 | 1.40000 6328.00| 1.78000 8045.60| 0.75000 3390.00 GEOTEXTILES FOR UNDERDRAIN | | | 0089 720-44000 1.000 EACH | 277.00000 277.00| 1141.01000 1141.01| 985.00000 985.00 CASTING, ADJUST TO GRADE | | | 0090 720-44055 1.000 EACH | 650.00000 650.00| 1103.89000 1103.89| 915.00000 915.00 CASTING, 10, FURNISH AND ADJUST TO GRAD | | | 0091 720-45045 15.000 EACH | 1375.00000 20625.00| 1371.69000 20575.35| 2415.00000 36225.00 INLET, J10 | | | 0092 720-45055 14.000 EACH | 1350.00000 18900.00| 1368.84000 19163.76| 2420.00000 33880.00 INLET, M10 | | | 0093 720-45275 1.000 EACH | 1370.00000 1370.00| 1061.33000 1061.33| 2400.00000 2400.00 PIPE CATCH BASIN, 600 mm | | | 0094 720-45410 4.000 EACH | 3100.00000 12400.00| 2165.09000 8660.36| 2740.00000 10960.00 MANHOLE, C4 | | | 0095 720-92884 1.000 EACH | 3900.00000 3900.00| 3402.95000 3402.95| 4330.00000 4330.00 MANHOLE, K4, MODIFIED | | | 0096 720-95422 6.000 EACH | 2780.00000 16680.00| 2978.35000 17870.10| 3990.00000 23940.00 MANHOLE, J4 | | | 0097 720-98174 1.000 EACH | 1821.00000 1821.00| 1948.95000 1948.95| 3000.00000 3000.00 INLET, B15 | | | 0098 720-98555 1.000 EACH | 1821.00000 1821.00| 1948.95000 1948.95| 3020.00000 3020.00 INLET, C15 | | | 0099 801-04308 1.000 EACH | 460.00000 460.00| 408.59000 408.59| 444.00000 444.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0100 801-06203 1682.000 m | 0.40000 672.80| 1.33000 2237.06| 1.25000 2102.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0101 801-06207 6355.000 m | 3.30000 20971.50| 2.59000 16459.45| 1.85000 11756.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0102 801-06625 6.000 EACH | 270.00000 1620.00| 66.39000 398.34| 67.00000 402.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0103 801-06640 28.000 EACH | 195.00000 5460.00| 86.82000 2430.96| 110.00000 3080.00 CONSTRUCTION SIGN, A | | | 0104 801-06645 4.000 EACH | 43.50000 174.00| 51.08000 204.32| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0105 801-06710 180.000 DAY | 10.50000 1890.00| 15.33000 2759.40| 12.00000 2160.00 FLASHING ARROW SIGN | | | 0106 801-06775 LUMP | 25600.00000 25600.00| 68064.89000 68064.89| 125000.00000 125000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1917625 |( 3 ) 35-0175870 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 801-07119 44.000 m | 70.00000 3080.00| 51.08000 2247.52| 30.00000 1320.00 BARRICADE, III-B | | | 0108 802-05701 34.000 m | 35.25000 1198.50| 33.20000 1128.80| 32.50000 1105.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0109 802-76025 5.000 m2 | 197.00000 985.00| 185.91000 929.55| 182.00000 910.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0110 802-76035 1.000 m2 | 162.50000 162.50| 153.23000 153.23| 150.00000 150.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0111 804-06770 7.000 EACH | 19.50000 136.50| 18.39000 128.73| 18.00000 126.00 DELINEATOR POST | | | 0112 808-06701 444.000 m | 1.25000 555.00| 1.41000 626.04| 1.10000 488.40 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0113 808-06703 174.000 m | 1.00000 174.00| 1.41000 245.34| 1.10000 191.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0114 808-06713 84.000 m | 0.40000 33.60| 0.87000 73.08| 1.00000 84.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0115 808-06714 1656.000 m | 0.40000 662.40| 0.87000 1440.72| 0.55000 910.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0116 808-06716 593.000 m | 1.00000 593.00| 2.55000 1512.15| 1.50000 889.50 LINE, REMOVE | | | 0117 808-75059 38.000 m | 8.15000 309.70| 12.26000 465.88| 4.50000 171.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0118 808-75245 260.000 m | 1.00000 260.00| 1.41000 366.60| 1.10000 286.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0119 808-75297 33.000 m | 8.70000 287.10| 12.26000 404.58| 10.00000 330.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0120 808-75300 94.000 m | 4.10000 385.40| 3.07000 288.58| 2.50000 235.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0121 808-75320 6.000 EACH | 60.00000 360.00| 51.08000 306.48| 67.00000 402.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1917625 |( 3 ) 35-0175870 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 808-75325 5.000 EACH | 60.00000 300.00| 73.54000 367.70| 77.00000 385.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0123 808-92027 152.000 m | 2.50000 380.00| 4.09000 621.68| 3.50000 532.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0124 604-07902 32.000 m2 | 120.00000 3840.00| 86.82000 2778.24| 160.00000 5120.00 CURB RAMP, CONCRETE, H | | | 0125 615-92498 3.000 EACH | 553.00000 1659.00| 52.81000 158.43| 510.00000 1530.00 BENCH MARK | | | 0126 401-08333 2534.000 Mg | 46.70000 118337.80| 42.46000 107593.64| 43.00000 108962.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | SECTION TOTALS | $ 3,468,270.00| $ 3,575,834.53| $ 3,652,583.66 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,468,270.00| $ 3,575,834.53| $ 3,652,583.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-0999231 |( 6 ) 35-0918397 |AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDE WIDENING | | | 0001 105-06845 LUMP | 65000.00000 65000.00| 29000.00000 29000.00| 49000.00000 49000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1200.00000 19200.00| 1600.00000 25600.00| 2650.00000 42400.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 195000.00000 195000.00| 205000.00000 205000.00| 215600.00000 215600.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 173000.00000 173000.00| 82000.00000 82000.00| 137000.00000 137000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 599.000 m | 2.70000 1617.30| 3.00000 1797.00| 2.80000 1677.20 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP | 90000.00000 90000.00| 130000.00000 130000.00| 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 17977.000 m3 | 16.00000 287632.00| 30.00000 539310.00| 17.50000 314597.50 EXCAVATION, COMMON | | | 0010 203-02070 39668.000 m3 | 12.00000 476016.00| 8.00000 317344.00| 15.75000 624771.00 BORROW | | | 0011 205-06931 25.000 Mg | 100.00000 2500.00| 100.00000 2500.00| 70.00000 1750.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 7.000 Mg | 100.00000 700.00| 150.00000 1050.00| 240.00000 1680.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 382.000 m | 6.00000 2292.00| 10.00000 3820.00| 6.25000 2387.50 TEMPORARY SILT FENCE | | | 0014 206-51230 222.000 m3 | 20.00000 4440.00| 35.00000 7770.00| 21.00000 4662.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 207-08268 15295.000 m2 | 15.00000 229425.00| 10.00000 152950.00| 15.50000 237072.50 SUBGRADE TREATMENT, TYPE IV | | | 0016 211-06467 59.000 m3 | 75.00000 4425.00| 55.00000 3245.00| 80.00000 4720.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 1323.000 m3 | 20.00000 26460.00| 25.00000 33075.00| 21.50000 28444.50 STRUCTURE BACKFILL | | | 0018 301-07448 171.000 Mg | 30.00000 5130.00| 45.00000 7695.00| 34.00000 5814.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 60.000 m3 | 70.00000 4200.00| 65.00000 3900.00| 53.00000 3180.00 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-0999231 |( 6 ) 35-0918397 |AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08033 1851.000 m2 | 6.00000 11106.00| 5.00000 9255.00| 4.00000 7404.00 MILLING, ASPHALT, 25 mm | | | 0021 401-07328 1173.000 Mg | 50.00000 58650.00| 50.00000 58650.00| 53.00000 62169.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0022 401-07398 1543.000 Mg | 40.00000 61720.00| 40.00000 61720.00| 46.00000 70978.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0023 401-07424 5554.000 Mg | 36.00000 199944.00| 36.00000 199944.00| 40.00000 222160.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0025 402-07453 339.000 Mg | 70.00000 23730.00| 105.00000 35595.00| 64.00000 21696.00 HMA FOR TEMPORARY PAVEMENT | | | 0026 404-05511 87.000 m2 | 12.50000 1087.50| 13.00000 1131.00| 32.00000 2784.00 SEAL COAT, 2 | | | 0027 406-05520 13.000 Mg | 100.00000 1300.00| 100.00000 1300.00| 200.00000 2600.00 ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH | 1575.00000 6300.00| 1600.00000 6400.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-01625 1.000 EACH | 1275.00000 1275.00| 1300.00000 1300.00| 1300.00000 1300.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-05999 2.000 EACH | 36.00000 72.00| 36.00000 72.00| 38.00000 76.00 CURVED TERMINAL END | | | 0031 601-07023 2.000 EACH | 5900.00000 11800.00| 5900.00000 11800.00| 6300.00000 12600.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0032 601-94689 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 2150.00000 2150.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 927.000 m | 43.10000 39953.70| 43.00000 39861.00| 46.00000 42642.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06639 82.000 m | 100.00000 8200.00| 195.00000 15990.00| 325.00000 26650.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 602-06729 10.000 EACH | 8.00000 80.00| 100.00000 1000.00| 7.50000 75.00 BARRIER DELINEATOR | | | 0036 604-91531 2372.000 m2 | 27.00000 64044.00| 33.00000 78276.00| 37.00000 87764.00 SIDEWALK, CONCRETE, 100 mm | | | 0037 605-06090 52.000 m | 59.00000 3068.00| 85.00000 4420.00| 85.00000 4420.00 CURB, INTEGRAL, CONCRETE | | | 0038 605-06140 1561.000 m | 41.00000 64001.00| 46.00000 71806.00| 50.00000 78050.00 CURB AND GUTTER, CONCRETE | | | 0039 605-06255 1238.000 m2 | 55.00000 68090.00| 68.00000 84184.00| 40.00000 49520.00 CENTER CURB, D, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-0999231 |( 6 ) 35-0918397 |AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 609-06259 394.000 m2 | 70.00000 27580.00| 70.00000 27580.00| 63.00000 24822.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0041 610-07486 617.000 Mg | 48.00000 29616.00| 48.00000 29616.00| 74.00000 45658.00 HMA FOR APPROACHES, TYPE A | | | 0042 611-05330 320.000 m2 | 39.75000 12720.00| 49.00000 15680.00| 48.00000 15360.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0043 611-06497 2.000 EACH | 165.00000 330.00| 170.00000 340.00| 175.00000 350.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 18.000 EACH | 100.00000 1800.00| 100.00000 1800.00| 105.00000 1890.00 RIGHT OF WAY MARKER | | | 0045 615-06527 1.000 EACH | 415.00000 415.00| 420.00000 420.00| 445.00000 445.00 MONUMENT, SECTION CORNER | | | 0046 616-02320 611.000 m2 | 2.50000 1527.50| 1.00000 611.00| 3.25000 1985.75 GEOTEXTILES | | | 0047 616-05689 34.000 Mg | 35.00000 1190.00| 85.00000 2890.00| 50.00000 1700.00 RIPRAP, CLASS 2 | | | 0048 616-06405 166.000 Mg | 35.00000 5810.00| 65.00000 10790.00| 55.00000 9130.00 RIPRAP, REVETMENT | | | 0049 621-01004 2.000 EACH | 250.00000 500.00| 650.00000 1300.00| 255.00000 510.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-02770 20484.000 m2 | 1.40000 28677.60| 1.00000 20484.00| 1.50000 30726.00 EROSION CONTROL BLANKET | | | 0051 621-06545 2.000 Mg | 425.00000 850.00| 560.00000 1120.00| 445.00000 890.00 FERTILIZER | | | 0052 621-06548 23.000 kg | 105.00000 2415.00| 58.00000 1334.00| 105.00000 2415.00 SEED MIXTURE, CV | | | 0053 621-06554 442.000 kg | 5.50000 2431.00| 7.00000 3094.00| 5.75000 2541.50 SEED MIXTURE, U | | | 0054 621-06567 23.000 kL | 1.00000 23.00| 1.00000 23.00| 1.00000 23.00 WATER | | | 0055 621-06574 1069.000 m2 | 3.55000 3794.95| 3.50000 3741.50| 3.75000 4008.75 SODDING | | | 0056 621-06575 1259.000 m2 | 3.55000 4469.45| 3.50000 4406.50| 3.75000 4721.25 SODDING, NURSERY | | | 0057 701-51195 732.000 m | 75.00000 54900.00| 100.00000 73200.00| 80.00000 58560.00 PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-0999231 |( 6 ) 35-0918397 |AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 701-91792 36.000 EACH | 150.00000 5400.00| 80.00000 2880.00| 150.00000 5400.00 PILE TIP, STEEL H | | | 0059 702-51005 250.000 m3 | 600.00000 150000.00| 850.00000 212500.00| 580.00000 145000.00 CONCRETE, A, SUBSTRUCTURE | | | 0060 702-51015 3.000 m3 | 1000.00000 3000.00| 1200.00000 3600.00| 960.00000 2880.00 CONCRETE, B, FOOTINGS | | | 0061 702-51863 672.000 EACH | 12.00000 8064.00| 10.00000 6720.00| 10.50000 7056.00 FIELD DRILLED HOLE IN CONCRETE | | | 0062 703-51030 9331.000 kg | 1.75000 16329.25| 1.00000 9331.00| 1.75000 16329.25 REINFORCING STEEL | | | 0063 703-51032 82365.000 kg | 2.00000 164730.00| 2.00000 164730.00| 2.00000 164730.00 REINFORCING STEEL, EPOXY COATED | | | 0064 703-97936 184.000 EACH | 25.00000 4600.00| 10.00000 1840.00| 21.50000 3956.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0065 704-51002 397.000 m3 | 725.00000 287825.00| 730.00000 289810.00| 680.00000 269960.00 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-51020 41.000 m3 | 750.00000 30750.00| 630.00000 25830.00| 590.00000 24190.00 CONCRETE, C, RAILING | | | 0067 707-05982 332.000 m | 400.00000 132800.00| 400.00000 132800.00| 400.00000 132800.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0068 707-05983 389.000 m | 500.00000 194500.00| 420.00000 163380.00| 430.00000 167270.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0069 708-51813 26.000 m2 | 650.00000 16900.00| 1000.00000 26000.00| 1095.00000 28470.00 PNEUMATICALLY PLACED MORTAR | | | 0070 709-51821 LUMP | 7130.00000 7130.00| 7100.00000 7100.00| 7670.00000 7670.00 SURFACE SEAL | | | 0071 714-06940 10.000 m | 1500.00000 15000.00| 900.00000 9000.00| 2290.00000 22900.00 CONCRETE CULVERT EXTENSION, PRECAST | | | REINFORCED CONCRETE BOX SECTIONS, 2400 | | | mm X 1500mm | | | 0072 714-44240 4.000 m3 | 2000.00000 8000.00| 4300.00000 17200.00| 1150.00000 4600.00 CONCRETE, A, STRUCTURES | | | 0073 715-05024 223.000 m | 275.00000 61325.00| 180.00000 40140.00| 245.00000 54635.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0074 715-05048 1501.000 m | 13.00000 19513.00| 19.00000 28519.00| 9.50000 14259.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0075 715-05128 65.000 m | 300.00000 19500.00| 290.00000 18850.00| 385.00000 25025.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-0999231 |( 6 ) 35-0918397 |AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 715-05149 4.000 m | 240.00000 960.00| 300.00000 1200.00| 150.00000 600.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0077 715-05151 475.000 m | 140.00000 66500.00| 200.00000 95000.00| 120.00000 57000.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0078 715-05152 35.000 m | 155.00000 5425.00| 120.00000 4200.00| 135.00000 4725.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0079 715-05154 90.000 m | 190.00000 17100.00| 150.00000 13500.00| 180.00000 16200.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0080 715-05156 55.000 m | 225.00000 12375.00| 260.00000 14300.00| 220.00000 12100.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0081 715-05407 79.000 m | 45.00000 3555.00| 21.00000 1659.00| 35.00000 2765.00 PIPE, END BENT DRAIN, 150 mm | | | 0082 715-46000 1.000 EACH | 450.00000 450.00| 500.00000 500.00| 700.00000 700.00 PIPE END SECTION, 300 mm | | | 0083 715-46005 9.000 EACH | 500.00000 4500.00| 600.00000 5400.00| 725.00000 6525.00 PIPE END SECTION, 375 mm | | | 0084 715-46020 1.000 EACH | 600.00000 600.00| 650.00000 650.00| 830.00000 830.00 PIPE END SECTION, 600 mm | | | 0085 715-46040 1.000 EACH | 900.00000 900.00| 800.00000 800.00| 950.00000 950.00 PIPE END SECTION, 900 mm | | | 0086 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.75000 3750.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0087 718-52610 339.000 m3 | 75.00000 25425.00| 32.00000 10848.00| 42.00000 14238.00 AGGREGATE FOR UNDERDRAINS | | | 0088 718-99153 4520.000 m2 | 2.00000 9040.00| 1.00000 4520.00| 1.80000 8136.00 GEOTEXTILES FOR UNDERDRAIN | | | 0089 720-44000 1.000 EACH | 500.00000 500.00| 1000.00000 1000.00| 440.00000 440.00 CASTING, ADJUST TO GRADE | | | 0090 720-44055 1.000 EACH | 1000.00000 1000.00| 1200.00000 1200.00| 800.00000 800.00 CASTING, 10, FURNISH AND ADJUST TO GRAD | | | 0091 720-45045 15.000 EACH | 1750.00000 26250.00| 1200.00000 18000.00| 1640.00000 24600.00 INLET, J10 | | | 0092 720-45055 14.000 EACH | 1750.00000 24500.00| 1200.00000 16800.00| 1700.00000 23800.00 INLET, M10 | | | 0093 720-45275 1.000 EACH | 1300.00000 1300.00| 1100.00000 1100.00| 1550.00000 1550.00 PIPE CATCH BASIN, 600 mm | | | 0094 720-45410 4.000 EACH | 3000.00000 12000.00| 3600.00000 14400.00| 2350.00000 9400.00 MANHOLE, C4 | | | 0095 720-92884 1.000 EACH | 5500.00000 5500.00| 3400.00000 3400.00| 5200.00000 5200.00 MANHOLE, K4, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-0999231 |( 6 ) 35-0918397 |AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 720-95422 6.000 EACH | 4500.00000 27000.00| 3000.00000 18000.00| 4000.00000 24000.00 MANHOLE, J4 | | | 0097 720-98174 1.000 EACH | 2800.00000 2800.00| 1900.00000 1900.00| 2000.00000 2000.00 INLET, B15 | | | 0098 720-98555 1.000 EACH | 2800.00000 2800.00| 1900.00000 1900.00| 2050.00000 2050.00 INLET, C15 | | | 0099 801-04308 1.000 EACH | 400.00000 400.00| 400.00000 400.00| 450.00000 450.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0100 801-06203 1682.000 m | 1.35000 2270.70| 2.00000 3364.00| 1.20000 2018.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0101 801-06207 6355.000 m | 2.55000 16205.25| 3.00000 19065.00| 2.00000 12710.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0102 801-06625 6.000 EACH | 75.00000 450.00| 65.00000 390.00| 70.00000 420.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0103 801-06640 28.000 EACH | 95.00000 2660.00| 105.00000 2940.00| 130.00000 3640.00 CONSTRUCTION SIGN, A | | | 0104 801-06645 4.000 EACH | 50.00000 200.00| 60.00000 240.00| 43.00000 172.00 CONSTRUCTION SIGN, B | | | 0105 801-06710 180.000 DAY | 15.00000 2700.00| 39.00000 7020.00| 13.00000 2340.00 FLASHING ARROW SIGN | | | 0106 801-06775 LUMP | 50000.00000 50000.00| 115000.00000 115000.00| 113500.00000 113500.00 MAINTAINING TRAFFIC | | | 0107 801-07119 44.000 m | 50.00000 2200.00| 50.00000 2200.00| 32.00000 1408.00 BARRICADE, III-B | | | 0108 802-05701 34.000 m | 33.00000 1122.00| 33.00000 1122.00| 35.00000 1190.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0109 802-76025 5.000 m2 | 185.00000 925.00| 180.00000 900.00| 195.00000 975.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0110 802-76035 1.000 m2 | 150.00000 150.00| 150.00000 150.00| 160.00000 160.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0111 804-06770 7.000 EACH | 18.00000 126.00| 18.00000 126.00| 53.00000 371.00 DELINEATOR POST | | | 0112 808-06701 444.000 m | 1.40000 621.60| 1.50000 666.00| 1.10000 488.40 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/05 PAGE : 180 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,680,521.84 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27889-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-0999231 |( 6 ) 35-0918397 |AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 808-06703 174.000 m | 1.40000 243.60| 1.50000 261.00| 1.10000 191.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0114 808-06713 84.000 m | 0.85000 71.40| 0.90000 75.60| 1.00000 84.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0115 808-06714 1656.000 m | 0.85000 1407.60| 0.90000 1490.40| 0.60000 993.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0116 808-06716 593.000 m | 2.50000 1482.50| 3.00000 1779.00| 1.50000 889.50 LINE, REMOVE | | | 0117 808-75059 38.000 m | 12.00000 456.00| 12.00000 456.00| 4.75000 180.50 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0118 808-75245 260.000 m | 1.40000 364.00| 1.50000 390.00| 1.10000 286.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0119 808-75297 33.000 m | 12.00000 396.00| 12.00000 396.00| 10.00000 330.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0120 808-75300 94.000 m | 3.00000 282.00| 3.00000 282.00| 2.50000 235.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0121 808-75320 6.000 EACH | 50.00000 300.00| 50.00000 300.00| 72.00000 432.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0122 808-75325 5.000 EACH | 75.00000 375.00| 72.00000 360.00| 83.00000 415.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0123 808-92027 152.000 m | 4.00000 608.00| 4.00000 608.00| 3.75000 570.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0124 604-07902 32.000 m2 | 85.00000 2720.00| 325.00000 10400.00| 85.00000 2720.00 CURB RAMP, CONCRETE, H | | | 0125 615-92498 3.000 EACH | 510.00000 1530.00| 510.00000 1530.00| 550.00000 1650.00 BENCH MARK | | | 0126 401-08333 2534.000 Mg | 43.00000 108962.00| 43.00000 108962.00| 50.00000 126700.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | SECTION TOTALS | $ 3,990,584.90| $ 4,103,572.00| $ 4,271,942.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,990,584.90| $ 4,103,572.00| $ 4,271,942.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 186 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 29,237,042.78 ROUTE : 41 CALL ORDER : 186 CONTRACT ID : R -27900-B COUNTIES : KNOX LETTING DATE : 03/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/29/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 27,542,864.31 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 27,595,000.00 100.1893% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 31,275,000.00 113.5503% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1418333 |( 3 ) 35-2040801 |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DESIGN BUILD | | | 0001 104-05404 LUMP |27402862.31000 27402862.31|27459998.00000 27459998.00|31111000.00000 31111000.00 DESIGN/BUILD | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 506-06333 1000.000 SYS | 100.00000 100000.00| 100.00000 100000.00| 120.00000 120000.00 PCCP PATCHING, FULL DEPTH | | | 0005 718-06529 100.000 EACH | 400.00000 40000.00| 350.00000 35000.00| 439.98000 43998.00 OUTLET PROTECTOR, 2 | | | SECTION TOTALS | $ 27,542,864.31| $ 27,595,000.00| $ 31,275,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 27,542,864.31| $ 27,595,000.00| $ 31,275,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 52 CALL ORDER : 210 CONTRACT ID : R -28026-A COUNTIES : HANCOCK LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 523,152.04 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 523,250.69 100.0189% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 525,876.80 100.5208% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 529,888.97 101.2878% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 573,953.84 109.7107% 6 53-0245401 SCHNABEL FOUNDATION CO $ 612,648.00 117.1071% 7 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 637,185.55 121.7974% 8 35-0918397 RIETH RILEY CONSTRUCTION $ 639,000.00 122.1442% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 220 CONTRACT ID : R -28030-A COUNTIES : MARION LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 04/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 4,096,901.27 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 4,825,245.83 117.7779% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 226 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 67 CALL ORDER : 226 CONTRACT ID : R -28046-B COUNTIES : JAY LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/23/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 151,298.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 230 CONTRACT ID : R -28052-A COUNTIES : DELAWARE LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/18/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 5,485,058.40 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 5,492,680.11 100.1390% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 2 CALL ORDER : 240 CONTRACT ID : R -28063-A COUNTIES : PORTER LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/19/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 60,300.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 98,600.00 163.5158% 3 35-1487677 MARSHALL, G.E., INC. $ 98,800.00 163.8474% 4 35-1636776 LINKEL COMPANY $ 177,500.00 294.3615% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 306 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 154 CALL ORDER : 306 CONTRACT ID : RS-27712-B COUNTIES : SULLIVAN LETTING DATE : 03/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,550,654.58 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 63 CALL ORDER : 310 CONTRACT ID : RS-27745-A COUNTIES : VERMILLION LETTING DATE : 03/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION, INC. $ 2,726,671.51 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 318 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,202,525.74 ROUTE : 27 CALL ORDER : 318 CONTRACT ID : RS-27937-C COUNTIES : ALLEN LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/04/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 3,202,697.60 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,440,912.29 107.4379% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 8.000 MOS | 1695.31000 13562.48| 1427.00000 11416.00| FIELD OFFICE, B | | | 0002 105-07577 8.000 MOS | 48.00000 384.00| 300.00000 2400.00| CELLULAR SERVICE | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 160000.00000 160000.00| 170000.00000 170000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 55.000 SYS | 27.57000 1516.35| 60.09000 3304.95| PAVEMENT REMOVAL | | | 0007 202-02255 1.000 EACH | 325.00000 325.00| 325.00000 325.00| TREE, 18 IN., REMOVE | | | 0008 202-02260 3.000 EACH | 600.00000 1800.00| 600.00000 1800.00| TREE, 30 IN., REMOVE | | | 0009 202-02264 1.000 EACH | 1850.00000 1850.00| 1900.00000 1900.00| TREE, 42 IN., REMOVE | | | 0010 202-02772 106.000 EACH | 484.79000 51387.74| 500.00000 53000.00| CASTING, REMOVE AND REPLACE, CITY | | | 0011 202-02772 75.000 EACH | 484.79000 36359.25| 680.00000 51000.00| CASTING, REMOVE AND REPLACE, ELECTRIC | | | 0012 202-02772 74.000 EACH | 484.79000 35874.46| 680.00000 50320.00| CASTING, REMOVE AND REPLACE, TELEPHONE | | | 0013 202-02772 208.000 EACH | 484.79000 100836.32| 680.00000 141440.00| CASTING, REMOVE AND REPLACE, VALVE, CIT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 318 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,202,525.74 ROUTE : 27 CALL ORDER : 318 CONTRACT ID : RS-27937-C COUNTIES : ALLEN LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 202-90277 10.000 EACH | 125.00000 1250.00| 320.00000 3200.00| DETECTOR HOUSING, REMOVE | | | 0015 202-91011 4.000 EACH | 900.00000 3600.00| 1500.00000 6000.00| TREE, 36 IN., REMOVE | | | 0016 203-02070 17.000 CYS | 65.86000 1119.62| 500.00000 8500.00| BORROW | | | 0017 210-08354 182.000 SYS | 206.79000 37635.78| 220.00000 40040.00| CURB RAMP, CONCRETE, N | | | 0018 210-08354 640.000 SYS | 254.49000 162873.60| 330.00000 211200.00| CURB RAMP, RETROFIT | | | 0019 213-04324 20.000 CYS | 50.50000 1010.00| 65.00000 1300.00| FLOWABLE FILL | | | 0020 301-07448 500.000 TON | 5.00000 2500.00| 15.00000 7500.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 304-07491 4200.000 TON | 82.16000 345072.00| 120.00000 504000.00| HMA PATCHING, TYPE C | | | 0022 306-08032 23000.000 SYS | 0.01000 230.00| 0.01000 230.00| MILLING, TRANSITION | | | 0023 306-08034 191000.000 SYS | 1.05000 200550.00| 1.14000 217740.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0024 306-08037 4500.000 SYS | 1.43000 6435.00| 1.26000 5670.00| MILLING, ASPHALT, 3 IN. | | | 0025 401-07337 16550.000 TON | 40.38000 668289.00| 50.82000 841071.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0026 401-07359 370.000 TON | 49.02000 18137.40| 42.92000 15880.40| QC/QA-HMA, 5, 64, INTERMEDIATE, 9.5 mm | | | 0027 402-07432 73.000 TON | 66.07000 4823.11| 91.61000 6687.53| HMA SURFACE, TYPE A | | | 0028 406-05520 58.000 TON | 10.00000 580.00| 10.00000 580.00| ASPHALT FOR TACK COAT | | | 0029 506-06333 195.000 SYS | 204.83000 39941.85| 150.27000 29302.65| PCCP PATCHING, FULL DEPTH | | | 0030 506-06334 8.000 SYS | 423.40000 3387.20| 284.26000 2274.08| PCCP PATCHING, PARTIAL DEPTH | | | 0031 507-07479 500.000 TON | 148.26000 74130.00| 81.39000 40695.00| HMA PARTIAL DEPTH PATCH | | | 0032 604-06070 300.000 SYS | 152.36000 45708.00| 60.00000 18000.00| SIDEWALK, CONCRETE | | | 0033 604-07894 215.000 SYS | 200.62000 43133.30| 250.00000 53750.00| CURB RAMP, CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 318 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,202,525.74 ROUTE : 27 CALL ORDER : 318 CONTRACT ID : RS-27937-C COUNTIES : ALLEN LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 604-07896 339.000 SYS | 206.45000 69986.55| 215.00000 72885.00| CURB RAMP, CONCRETE, B | | | 0035 604-07897 85.000 SYS | 213.44000 18142.40| 245.00000 20825.00| CURB RAMP, CONCRETE, C | | | 0036 604-07898 610.000 SYS | 209.13000 127569.30| 231.00000 140910.00| CURB RAMP, CONCRETE, D | | | 0037 604-07900 500.000 SYS | 204.66000 102330.00| 146.00000 73000.00| CURB RAMP, CONCRETE, F | | | 0038 604-07901 40.000 SYS | 209.28000 8371.20| 215.00000 8600.00| CURB RAMP, CONCRETE, G | | | 0039 604-07902 120.000 SYS | 211.88000 25425.60| 300.00000 36000.00| CURB RAMP, CONCRETE, H | | | 0040 604-07903 142.000 SYS | 202.16000 28706.72| 300.00000 42600.00| CURB RAMP, CONCRETE, K | | | 0041 605-06120 280.000 LFT | 18.69000 5233.20| 38.00000 10640.00| CURB, CONCRETE | | | 0042 610-07486 1460.000 TON | 65.78000 96038.80| 90.00000 131400.00| HMA FOR APPROACHES, TYPE A | | | 0043 615-06505 3.000 EACH | 44.17000 132.51| 110.00000 330.00| MONUMENT, B , LID ONLY | | | 0044 615-06520 5.000 EACH | 341.84000 1709.20| 395.16000 1975.80| MONUMENT, RE-ESTABLISH | | | 0045 615-06525 3.000 EACH | 286.18000 858.54| 650.00000 1950.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0046 621-06574 715.000 SYS | 5.12000 3660.80| 4.50000 3217.50| SODDING | | | 0047 622-05649 5.000 EACH | 500.00000 2500.00| 240.00000 1200.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0048 702-90915 15.000 CYS | 104.78000 1571.70| 400.00000 6000.00| CONCRETE, A | | | 0049 715-05146 15.000 LFT | 57.74000 866.10| 128.17000 1922.55| PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0050 720-01894 20.000 EACH | 790.27000 15805.40| 650.00000 13000.00| CASTING, FURNISH AND ADJUST TO GRADE | | | 0051 720-44000 19.000 EACH | 483.56000 9187.64| 600.00000 11400.00| CASTING, ADJUST TO GRADE | | | 0052 720-44000 15.000 EACH | 79.51000 1192.65| 600.00000 9000.00| CASTING, ADJUST TO GRADE , IN SIDEWALK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 318 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,202,525.74 ROUTE : 27 CALL ORDER : 318 CONTRACT ID : RS-27937-C COUNTIES : ALLEN LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 720-44045 2.000 EACH | 910.96000 1821.92| 581.53000 1163.06| CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0054 720-45610 20.000 LFT | 491.39000 9827.80| 635.41000 12708.20| STRUCTURE, CATCH BASIN, RECONSTRUCT | | | 0055 801-06203 10500.000 LFT | 0.11000 1155.00| 0.51000 5355.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0056 801-06207 10500.000 LFT | 0.74000 7770.00| 0.84000 8820.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0057 801-06640 88.000 EACH | 125.00000 11000.00| 67.00000 5896.00| CONSTRUCTION SIGN, A | | | 0058 801-06775 LUMP | 398045.66000 398045.66| 123000.00000 123000.00| MAINTAINING TRAFFIC | | | 0059 802-05704 200.000 LFT | 11.00000 2200.00| 14.00000 2800.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0060 802-91122 15.000 EACH | 40.00000 600.00| 120.00000 1800.00| SIGN, GROUND MOUNTED, RESET | | | 0061 805-78470 1250.000 LFT | 0.20000 250.00| 0.50000 625.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0062 805-78785 10.000 EACH | 475.00000 4750.00| 490.00000 4900.00| SIGNAL DETECTOR HOUSING | | | 0063 805-78795 600.000 LFT | 9.00000 5400.00| 12.00000 7200.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0064 805-87096 25.000 HRS | 75.00000 1875.00| 60.00000 1500.00| LABOR, UNSKILLED, STRAIGHT TIME | | | 0065 807-87085 25.000 HRS | 108.00000 2700.00| 80.00000 2000.00| ELECTRICIAN | | | 0066 808-01509 34.000 LFT | 3.80000 129.20| 1.98000 67.32| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN., 2 FT. LINE, 4 FT. GAP | | | 0067 808-03439 500.000 LFT | 4.25000 2125.00| 3.00000 1500.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0068 808-06703 1200.000 LFT | 0.60000 720.00| 0.67000 804.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0069 808-74812 400.000 LFT | 5.40000 2160.00| 5.95000 2380.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 318 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,202,525.74 ROUTE : 27 CALL ORDER : 318 CONTRACT ID : RS-27937-C COUNTIES : ALLEN LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 808-75051 14000.000 LFT | 1.80000 25200.00| 1.98000 27720.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0071 808-75054 9700.000 LFT | 1.80000 17460.00| 1.98000 19206.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0072 808-75059 18400.000 LFT | 1.80000 33120.00| 1.98000 36432.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0073 808-75063 850.000 LFT | 1.80000 1530.00| 1.98000 1683.00| LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | | 4 IN. | | | 0074 808-75067 3000.000 LFT | 11.10000 33300.00| 11.90000 35700.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0075 808-75069 11500.000 LFT | 2.95000 33925.00| 2.98000 34270.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0076 808-75071 28.000 EACH | 225.00000 6300.00| 170.00000 4760.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0077 808-75073 27.000 EACH | 310.00000 8370.00| 190.00000 5130.00| PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0078 808-75245 2100.000 LFT | 0.60000 1260.00| 0.67000 1407.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0079 808-91662 475.000 LFT | 6.55000 3111.25| 5.95000 2826.25| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0080 808-95933 2500.000 LFT | 1.20000 3000.00| 0.75000 1875.00| CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 3,202,697.60| $ 3,440,912.29| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,202,697.60| $ 3,440,912.29| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,527,833.43 ROUTE : 5 CALL ORDER : 320 CONTRACT ID : RS-27938-A COUNTIES : NOBLE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,047,980.89 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,103,499.50 105.2977% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,314,792.40 125.4596% 4 35-0997978 PHEND & BROWN, INC. $ 1,336,044.55 127.4875% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 9.000 MOS | 500.00000 4500.00| 500.00000 4500.00| 1800.00000 16200.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 6050.00000 6050.00| 55000.00000 55000.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-01000 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 20000.00000 20000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02240 50.000 SYS | 5.00000 250.00| 7.30000 365.00| 30.25000 1512.50 PAVEMENT REMOVAL | | | 0007 202-02260 2.000 EACH | 500.00000 1000.00| 400.00000 800.00| 890.00000 1780.00 TREE, 30 IN., REMOVE | | | 0008 202-02264 4.000 EACH | 600.00000 2400.00| 500.00000 2000.00| 690.00000 2760.00 TREE, 42 IN., REMOVE | | | 0009 202-02271 4.000 EACH | 400.00000 1600.00| 365.00000 1460.00| 890.00000 3560.00 HEADWALL, REMOVE | | | 0010 202-52710 9.000 SYS | 20.00000 180.00| 20.25000 182.25| 23.00000 207.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-91011 1.000 EACH | 490.00000 490.00| 450.00000 450.00| 690.00000 690.00 TREE, 36 IN., REMOVE | | | 0012 202-96133 67.000 LFT | 22.00000 1474.00| 10.70000 716.90| 9.25000 619.75 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,527,833.43 ROUTE : 5 CALL ORDER : 320 CONTRACT ID : RS-27938-A COUNTIES : NOBLE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-90014 16.000 STA | 630.00000 10080.00| 340.00000 5440.00| 720.00000 11520.00 LINEAR GRADING | | | 0014 205-06933 2.000 EACH | 5.00000 10.00| 225.00000 450.00| 230.00000 460.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 213-04324 76.000 CYS | 150.00000 11400.00| 46.35000 3522.60| 67.00000 5092.00 FLOWABLE FILL | | | 0016 301-07448 1078.000 TON | 3.00000 3234.00| 1.00000 1078.00| 15.00000 16170.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-01180 2286.000 TON | 13.20000 30175.20| 1.00000 2286.00| 15.00000 34290.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 304-07490 1874.000 TON | 55.00000 103070.00| 46.40000 86953.60| 55.00000 103070.00 HMA PATCHING, TYPE B | | | 0019 304-07492 150.000 TON | 30.00000 4500.00| 42.10000 6315.00| 75.00000 11250.00 WIDENING WITH HMA, TYPE A | | | 0020 306-08032 9485.000 SYS | 0.01000 94.85| 0.01000 94.85| 1.20000 11382.00 MILLING, TRANSITION | | | 0021 306-08033 81399.000 SYS | 0.33000 26861.67| 0.01000 813.99| 0.50000 40699.50 MILLING, ASPHALT, 1 IN. | | | 0022 401-06264 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 15000.00000 15000.00 PROFILOGRAPH, HMA | | | 0023 401-07322 6890.000 TON | 34.00000 234260.00| 34.00000 234260.00| 32.00000 220480.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0024 401-07392 15570.000 TON | 23.00000 358110.00| 20.00000 311400.00| 28.00000 435960.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0025 402-07451 218.000 TON | 34.00000 7412.00| 34.85000 7597.30| 28.00000 6104.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0026 406-05520 46.000 TON | 20.00000 920.00| 0.01000 0.46| 50.00000 2300.00 ASPHALT FOR TACK COAT | | | 0027 507-07479 843.000 TON | 55.00000 46365.00| 42.05000 35448.15| 45.00000 37935.00 HMA PARTIAL DEPTH PATCH | | | 0028 604-06070 9.000 SYS | 60.00000 540.00| 74.50000 670.50| 160.00000 1440.00 SIDEWALK, CONCRETE | | | 0029 610-07486 2333.000 TON | 22.00000 51326.00| 20.00000 46660.00| 50.00000 116650.00 HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 1.000 EACH | 175.00000 175.00| 270.00000 270.00| 180.00000 180.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06520 7.000 EACH | 300.00000 2100.00| 170.00000 1190.00| 300.00000 2100.00 MONUMENT, RE-ESTABLISH | | | 0032 621-02770 2147.000 SYS | 2.05000 4401.35| 2.05000 4401.35| 2.00000 4294.00 EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,527,833.43 ROUTE : 5 CALL ORDER : 320 CONTRACT ID : RS-27938-A COUNTIES : NOBLE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-06570 261.000 CYS | 10.00000 2610.00| 25.50000 6655.50| 22.25000 5807.25 TOP SOIL | | | 0034 715-05123 64.000 LFT | 91.00000 5824.00| 56.80000 3635.20| 44.75000 2864.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0035 715-46000 2.000 EACH | 134.00000 268.00| 425.00000 850.00| 390.00000 780.00 PIPE END SECTION, 12 IN. | | | 0036 715-46020 2.000 EACH | 209.00000 418.00| 510.00000 1020.00| 520.00000 1040.00 PIPE END SECTION, 24 IN. | | | 0037 720-44000 4.000 EACH | 268.00000 1072.00| 410.00000 1640.00| 280.00000 1120.00 CASTING, ADJUST TO GRADE | | | 0038 720-44015 1.000 EACH | 700.00000 700.00| 550.00000 550.00| 610.00000 610.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0039 801-06203 4156.000 LFT | 0.33000 1371.48| 0.14000 581.84| 0.20000 831.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0040 801-06207 2078.000 LFT | 0.78000 1620.84| 0.72000 1496.16| 0.70000 1454.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06640 29.000 EACH | 85.00000 2465.00| 200.00000 5800.00| 120.00000 3480.00 CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP | 90200.00000 90200.00| 236600.00000 236600.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0043 802-05701 70.000 LFT | 13.00000 910.00| 7.20000 504.00| 13.00000 910.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0044 802-05702 56.000 LFT | 11.00000 616.00| 4.95000 277.20| 11.00000 616.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0045 802-91122 7.000 EACH | 115.00000 805.00| 155.00000 1085.00| 120.00000 840.00 SIGN, GROUND MOUNTED, RESET | | | 0046 808-06713 35906.000 LFT | 0.09000 3231.54| 0.09000 3231.54| 0.10000 3590.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-75240 3392.000 LFT | 0.24000 814.08| 0.24000 814.08| 0.25000 848.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0048 808-75245 18822.000 LFT | 0.24000 4517.28| 0.24000 4517.28| 0.25000 4705.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0049 808-75996 515.000 EACH | 4.94000 2544.10| 2.75000 1416.25| 3.75000 1931.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,527,833.43 ROUTE : 5 CALL ORDER : 320 CONTRACT ID : RS-27938-A COUNTIES : NOBLE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 808-75998 515.000 EACH | 17.50000 9012.50| 16.50000 8497.50| 18.75000 9656.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,047,980.89| $ 1,103,499.50| $ 1,314,792.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,047,980.89| $ 1,103,499.50| $ 1,314,792.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,527,833.43 ROUTE : 5 CALL ORDER : 320 CONTRACT ID : RS-27938-A COUNTIES : NOBLE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 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 ASPHALT RESURFACE | | | 0001 105-07039 9.000 MOS | 300.00000 2700.00| | FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 65000.00000 65000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-01000 LUMP | 2000.00000 2000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02240 50.000 SYS | 10.00000 500.00| | PAVEMENT REMOVAL | | | 0007 202-02260 2.000 EACH | 500.00000 1000.00| | TREE, 30 IN., REMOVE | | | 0008 202-02264 4.000 EACH | 1000.00000 4000.00| | TREE, 42 IN., REMOVE | | | 0009 202-02271 4.000 EACH | 375.00000 1500.00| | HEADWALL, REMOVE | | | 0010 202-52710 9.000 SYS | 20.00000 180.00| | SIDEWALK, CONCRETE, REMOVE | | | 0011 202-91011 1.000 EACH | 500.00000 500.00| | TREE, 36 IN., REMOVE | | | 0012 202-96133 67.000 LFT | 10.00000 670.00| | PIPE, REMOVE | | | 0013 203-90014 16.000 STA | 630.00000 10080.00| | LINEAR GRADING | | | 0014 205-06933 2.000 EACH | 225.00000 450.00| | TEMPORARY DITCH INLET PROTECTION | | | 0015 213-04324 76.000 CYS | 75.00000 5700.00| | FLOWABLE FILL | | | 0016 301-07448 1078.000 TON | 17.00000 18326.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-01180 2286.000 TON | 13.00000 29718.00| | COMPACTED AGGREGATE, NO. 53 | | | 0018 304-07490 1874.000 TON | 60.00000 112440.00| | HMA PATCHING, TYPE B | | | 0019 304-07492 150.000 TON | 35.00000 5250.00| | WIDENING WITH HMA, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 320 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,527,833.43 ROUTE : 5 CALL ORDER : 320 CONTRACT ID : RS-27938-A COUNTIES : NOBLE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08032 9485.000 SYS | 0.01000 94.85| | MILLING, TRANSITION | | | 0021 306-08033 81399.000 SYS | 0.05000 4069.95| | MILLING, ASPHALT, 1 IN. | | | 0022 401-06264 LUMP | 5200.00000 5200.00| | PROFILOGRAPH, HMA | | | 0023 401-07322 6890.000 TON | 41.00000 282490.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0024 401-07392 15570.000 TON | 31.00000 482670.00| | QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0025 402-07451 218.000 TON | 45.00000 9810.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0026 406-05520 46.000 TON | 1.00000 46.00| | ASPHALT FOR TACK COAT | | | 0027 507-07479 843.000 TON | 55.00000 46365.00| | HMA PARTIAL DEPTH PATCH | | | 0028 604-06070 9.000 SYS | 50.00000 450.00| | SIDEWALK, CONCRETE | | | 0029 610-07486 2333.000 TON | 60.00000 139980.00| | HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 1.000 EACH | 175.00000 175.00| | MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06520 7.000 EACH | 300.00000 2100.00| | MONUMENT, RE-ESTABLISH | | | 0032 621-02770 2147.000 SYS | 2.05000 4401.35| | EROSION CONTROL BLANKET | | | 0033 621-06570 261.000 CYS | 25.00000 6525.00| | TOP SOIL | | | 0034 715-05123 64.000 LFT | 106.00000 6784.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0035 715-46000 2.000 EACH | 260.00000 520.00| | PIPE END SECTION, 12 IN. | | | 0036 715-46020 2.000 EACH | 345.00000 690.00| | PIPE END SECTION, 24 IN. | | | 0037 720-44000 4.000 EACH | 426.00000 1704.00| | CASTING, ADJUST TO GRADE | | | 0038 720-44015 1.000 EACH | 965.00000 965.00| | CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0039 801-06203 4156.000 LFT | 0.40000 1662.40| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 320 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,527,833.43 ROUTE : 5 CALL ORDER : 320 CONTRACT ID : RS-27938-A COUNTIES : NOBLE LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 801-06207 2078.000 LFT | 1.20000 2493.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06640 29.000 EACH | 75.00000 2175.00| | CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP | 53000.00000 53000.00| | MAINTAINING TRAFFIC | | | 0043 802-05701 70.000 LFT | 13.00000 910.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0044 802-05702 56.000 LFT | 11.00000 616.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0045 802-91122 7.000 EACH | 115.00000 805.00| | SIGN, GROUND MOUNTED, RESET | | | 0046 808-06713 35906.000 LFT | 0.09000 3231.54| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-75240 3392.000 LFT | 0.24000 814.08| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0048 808-75245 18822.000 LFT | 0.24000 4517.28| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0049 808-75996 515.000 EACH | 3.40000 1751.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 515.000 EACH | 17.50000 9012.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,336,044.55| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,336,044.55| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 782,990.36 ROUTE : SR 335 CALL ORDER : 330 CONTRACT ID : RS-27961-A COUNTIES : FLOYD WASHINGTON LETTING DATE : 03/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 469,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 534,645.75 113.9970% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1357381 |( ) |GOHMANN ASPHALT & CONSTR., I |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-07038 6.000 MOS | 1100.00000 6600.00| 1000.00000 6000.00| FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 22500.00000 22500.00| 2000.00000 2000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 303-01180 1895.000 TON | 10.40000 19708.00| 12.00000 22740.00| COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 215.000 TON | 60.00000 12900.00| 100.00000 21500.00| HMA PATCHING, TYPE B | | | 0007 306-08042 134034.000 SYS | 0.13000 17424.42| 0.30000 40210.20| MILLING, SCARIFICATION/PROFILE | | | 0008 306-08043 10260.000 SYS | 0.01000 102.60| 1.00000 10260.00| MILLING, TRANSITION | | | 0009 401-07320 11058.000 TON | 27.00000 298566.00| 30.00000 331740.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0010 402-07451 150.000 TON | 27.00000 4050.00| 50.00000 7500.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0011 406-05520 48.050 TON | 170.00000 8168.50| 125.00000 6006.25| ASPHALT FOR TACK COAT | | | 0012 610-07487 846.500 TON | 40.00000 33860.00| 55.00000 46557.50| HMA FOR APPROACHES, TYPE B | | | 0013 720-44000 1.000 EACH | 180.00000 180.00| 500.00000 500.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 782,990.36 ROUTE : SR 335 CALL ORDER : 330 CONTRACT ID : RS-27961-A COUNTIES : FLOYD WASHINGTON LETTING DATE : 03/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1357381 |( ) |GOHMANN ASPHALT & CONSTR., I |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-06207 26611.000 LFT | 0.58000 15434.38| 0.25000 6652.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 46.000 EACH | 75.00000 3450.00| 100.00000 4600.00| CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP | 9735.66000 9735.66| 8000.00000 8000.00| MAINTAINING TRAFFIC | | | 0017 808-06712 3336.500 LFT | 0.08000 266.92| 0.10000 333.65| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 106444.000 LFT | 0.08000 8515.52| 0.10000 10644.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 88950.000 LFT | 0.08000 7116.00| 0.10000 8895.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75297 42.000 LFT | 10.00000 420.00| 12.00000 504.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 469,000.00| $ 534,645.75| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 469,000.00| $ 534,645.75| $ ====================================================================================================================================