INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0703196 0703196 0703196 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0175870 BERNS CONSTRUCTION COMPANY INC. $ 13,773,210.96 100.0000% 2 35-1139301 E & B PAVING, INC. $ 13,870,987.03 100.7099% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 14,206,570.00 103.1463% 4 36-2231526 WALSH CONSTR CO OF ILL $ 14,448,000.00 104.8992% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 14,817,000.57 107.5784% 6 35-0999231 HUNT PAVING COMPANY, INC. $ 15,366,738.85 111.5697% 7 38-1383205 AJAX PAVING INDUSTRIES $ 15,622,441.74 113.4262% ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW INSTALLATION | | | 0001 105-06845 LUMP| 175000.00000 175000.00| 250000.00000 250000.00| 270000.00000 270000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07570 16.000 MOS | 1325.00000 21200.00| 715.50000 11448.00| 1300.00000 20800.00 FIELD OFFICE , FURNITURE AND EQUIPMENT | | | ONLY | | | 0003 108-01614 LUMP| 7500.00000 7500.00| 13197.00000 13197.00| 10000.00000 10000.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 688660.00000 688660.00| 615000.00000 615000.00| 659491.96000 659491.96 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 120000.00000 120000.00| 50000.00000 50000.00| 71000.00000 71000.00 CLEARING RIGHT OF WAY | | | 0006 203-02000 167424.000 CYS | 5.15000 862233.60| 7.10000 1188710.40| 6.80000 1138483.20 EXCAVATION, COMMON | | | 0007 203-02070 166392.000 CYS | 7.05000 1173063.60| 5.00000 831960.00| 4.50000 748764.00 BORROW | | | 0008 205-06930 153.000 TON | 40.00000 6120.00| 31.08000 4755.24| 37.00000 5661.00 SPLASHPAD, RIPRAP | | | 0009 205-06931 245.000 TON | 24.00000 5880.00| 24.83000 6083.35| 43.00000 10535.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 2.000 EACH| 100.00000 200.00| 112.20000 224.40| 110.00000 220.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 205-06935 3.000 EACH| 6000.00000 18000.00| 16100.00000 48300.00| 10400.00000 31200.00 TEMPORARY SEDIMENT BASIN , REMOVE | | | 0012 205-06938 100.000 LFT | 36.00000 3600.00| 16.00000 1600.00| 28.00000 2800.00 TEMPORARY SLOPE DRAIN | | | 0013 207-07498 212841.000 SYS | 3.40000 723659.40| 3.20000 681091.20| 2.75000 585312.75 SUBGRADE TREATMENT, TYPE A | | | 0014 210-05815 13.000 EACH| 2400.00000 31200.00| 419.93000 5459.09| 2400.00000 31200.00 LIGHTING FOUNDATION, CONCRETE MEDIAN | | | WALL, WITH GROUNDING | | | 0015 211-07454 3640.000 CYS | 14.30000 52052.00| 12.39000 45099.60| 12.00000 43680.00 STRUCTURE BACKFILL | | | 0016 301-07448 32654.000 TON | 12.55000 409807.70| 11.68000 381398.72| 10.80000 352663.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 302-06464 53458.000 CYS | 25.33000 1354091.14| 22.45000 1200132.10| 23.00000 1229534.00 SUBBASE FOR PCCP | | | 0018 401-07330 2568.000 TON | 45.10000 115816.80| 45.35000 116458.80| 42.00000 107856.00 QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0019 401-07400 4360.000 TON | 28.13000 122646.80| 31.10000 135596.00| 33.00000 143880.00 QC/QA-HMA, 5, 70, INTERMEDIATE, 19.0 mm | | | 0020 401-07410 18420.000 TON | 25.22000 464552.40| 30.00000 552600.00| 29.00000 534180.00 QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0021 402-07434 2090.000 TON | 44.62000 93255.80| 45.35000 94781.50| 42.00000 87780.00 HMA SURFACE, TYPE C | | | 0022 402-07439 3484.000 TON | 27.16000 94625.44| 31.10000 108352.40| 33.00000 114972.00 HMA INTERMEDIATE, TYPE C | | | 0023 406-05520 25.000 TON | 184.30000 4607.50| 200.00000 5000.00| 170.00000 4250.00 ASPHALT FOR TACK COAT | | | 0024 501-06266 LUMP| 1.00000 1.00| 9157.72000 9157.72| 10000.00000 10000.00 PROFILOGRAPH, PCCP | | | 0025 501-06325 51614.000 SYS | 25.63000 1322866.82| 23.77000 1226864.78| 26.00000 1341964.00 QC/QA-PCCP, 14 IN. | | | 0026 501-06326 127046.000 SYS | 26.30000 3341309.80| 26.23000 3332416.58| 28.00000 3557288.00 QC/QA-PCCP, 15 IN. | | | 0027 501-06727 LUMP| 4000.00000 4000.00| 7686.38000 7686.38| 5300.00000 5300.00 CORING, PCCP | | | 0028 503-05240 89330.000 LFT | 5.79000 517220.70| 6.45000 576178.50| 6.25000 558312.50 D-1 CONTRACTION JOINT | | | 0029 601-01128 4.000 EACH| 1000.00000 4000.00| 1071.00000 4284.00| 1000.00000 4000.00 GUARDRAIL TRANSITION TYPE WGB | | | 0030 601-01522 14.000 EACH| 1215.00000 17010.00| 1173.00000 16422.00| 1200.00000 16800.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-02103 325.000 LFT | 13.45000 4371.25| 12.44000 4043.00| 14.00000 4550.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0032 601-05999 7.000 EACH| 38.00000 266.00| 25.50000 178.50| 38.00000 266.00 CURVED TERMINAL END | | | 0033 601-06246 1.000 EACH| 35600.00000 35600.00| 36210.00000 36210.00| 36000.00000 36000.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0034 601-94689 11.000 EACH| 1720.00000 18920.00| 1785.00000 19635.00| 1700.00000 18700.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 6043.750 LFT | 8.05000 48652.19| 8.36000 50525.75| 8.10000 48954.38 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 602-06944 3502.000 LFT | 47.03000 164699.06| 48.71000 170582.42| 48.75000 170722.50 BARRIER, CONCRETE, 33 IN. | | | 0037 602-06977 15.500 LFT | 276.91000 4292.11| 88.84000 1377.02| 290.00000 4495.00 BARRIER, CONCRETE, 33 IN., MODIFIED | | | 0038 603-06040 16209.000 LFT | 3.85000 62404.65| 3.37000 54624.33| 3.90000 63215.10 FENCE, FARM FIELD, 47 IN. | | | 0039 603-06045 12591.000 LFT | 7.12000 89647.92| 7.98000 100476.18| 7.20000 90655.20 FENCE, CHAIN LINK, 48 IN. | | | 0040 605-06090 18672.000 LFT | 5.60000 104563.20| 7.65000 142840.80| 7.50000 140040.00 CURB, INTEGRAL, CONCRETE | | | 0041 605-06255 922.400 SYS | 35.88000 33095.71| 54.43000 50206.23| 100.00000 92240.00 CENTER CURB, D, CONCRETE | | | 0042 605-95635 2298.000 LFT | 5.60000 12868.80| 6.12000 14063.76| 14.75000 33895.50 CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0043 610-06263 339.200 SYS | 62.52000 21206.78| 54.43000 18462.66| 65.00000 22048.00 REINFORCED CONCRETE BRIDGE APPROACH, 15 | | | IN. | | | 0044 615-06505 8.000 EACH| 250.00000 2000.00| 382.50000 3060.00| 380.00000 3040.00 MONUMENT, B | | | 0045 615-06510 1.000 EACH| 175.00000 175.00| 408.00000 408.00| 400.00000 400.00 MONUMENT, C | | | 0046 615-06515 2.000 EACH| 75.00000 150.00| 122.40000 244.80| 120.00000 240.00 MONUMENT, D | | | 0047 616-02320 99.000 SYS | 3.00000 297.00| 5.00000 495.00| 3.20000 316.80 GEOTEXTILES | | | 0048 616-06405 74.000 TON | 45.00000 3330.00| 24.83000 1837.42| 39.00000 2886.00 RIPRAP, REVETMENT | | | 0049 621-01004 6.000 EACH| 650.00000 3900.00| 183.60000 1101.60| 180.00000 1080.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 621-06545 15.000 TON | 512.00000 7680.00| 361.08000 5416.20| 360.00000 5400.00 FERTILIZER | | | 0051 621-06548 116.000 LBS | 22.50000 2610.00| 32.64000 3786.24| 32.00000 3712.00 SEED MIXTURE, CV | | | 0052 621-06554 5191.000 LBS | 3.10000 16092.10| 2.55000 13237.05| 2.50000 12977.50 SEED MIXTURE, U | | | 0053 621-06557 500.000 LBS | 2.98000 1490.00| 1.92000 960.00| 1.90000 950.00 SEED MIXTURE, T | | | 0054 621-06565 71.000 TON | 391.00000 27761.00| 440.64000 31285.44| 430.00000 30530.00 MULCHING MATERIAL | | | 0055 621-06567 9.000 MG | 2.00000 18.00| 2.04000 18.36| 2.00000 18.00 WATER | | | 0056 621-06574 2189.000 SYS | 5.30000 11601.70| 2.86000 6260.54| 2.80000 6129.20 SODDING | | | 0057 703-51030 20546.000 LBS | 0.66000 13560.36| 0.57000 11711.22| 0.66000 13560.36 REINFORCING STEEL | | | 0058 703-51032 11187.000 LBS | 0.71000 7942.77| 0.72000 8054.64| 0.71000 7942.77 REINFORCING STEEL, EPOXY COATED | | | 0059 706-05733 4.000 EACH| 1338.28000 5353.12| 1428.00000 5712.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0060 706-51020 41.300 CYS | 434.94000 17963.02| 430.36000 17773.87| 450.00000 18585.00 CONCRETE, C, RAILING | | | 0061 709-51821 LUMP| 2753.76000 2753.76| 2529.60000 2529.60| 2800.00000 2800.00 SURFACE SEAL | | | 0062 714-26703 125.000 LFT | 230.00000 28750.00| 446.00000 55750.00| 240.00000 30000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0063 715-01344 6.000 EACH| 2000.00000 12000.00| 2030.00000 12180.00| 1900.00000 11400.00 PIPE END SECTION, 60 IN. | | | 0064 715-04629 2.000 EACH| 25.00000 50.00| 196.00000 392.00| 1700.00000 3400.00 PIPE CULVERT PROTECTION | | | 0065 715-05048 93728.000 LFT | 1.40000 131219.20| 1.75000 164024.00| 1.60000 149964.80 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0066 715-05053 8900.000 LFT | 0.01000 89.00| 8.00000 71200.00| 9.25000 82325.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0067 715-05151 3319.000 LFT | 21.25000 70528.75| 28.00000 92932.00| 20.00000 66380.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0068 715-05152 686.000 LFT | 22.85000 15675.10| 41.00000 28126.00| 26.00000 17836.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0069 715-05163 470.000 LFT | 120.00000 56400.00| 189.00000 88830.00| 100.00000 47000.00 PIPE, TYPE 2, CIRCULAR, 60 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 715-46005 43.000 EACH| 220.00000 9460.00| 230.00000 9890.00| 290.00000 12470.00 PIPE END SECTION, 15 IN. | | | 0071 715-46010 9.000 EACH| 335.00000 3015.00| 267.00000 2403.00| 310.00000 2790.00 PIPE END SECTION, 18 IN. | | | 0072 716-07782 300.000 LFT | 806.60000 241980.00| 785.40000 235620.00| 1100.00000 330000.00 PIPE INSTALLATION, TRENCHLESS, 60 IN. | | | 0073 718-06529 162.000 EACH| 440.00000 71280.00| 400.00000 64800.00| 500.00000 81000.00 OUTLET PROTECTOR, 2 | | | 0074 718-06532 9842.000 LFT | 1.00000 9842.00| 0.92000 9054.64| 1.00000 9842.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0075 718-52610 7452.000 CYS | 19.25000 143451.00| 20.08000 149636.16| 27.00000 201204.00 AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 88917.000 SYS | 0.50000 44458.50| 0.75000 66687.75| 1.10000 97808.70 GEOTEXTILES FOR UNDERDRAIN | | | 0077 720-04682 3.000 EACH| 1460.00000 4380.00| 5346.00000 16038.00| 2300.00000 6900.00 INLET , HA5 | | | 0078 720-45041 5.000 EACH| 2930.00000 14650.00| 3854.00000 19270.00| 2200.00000 11000.00 INLET, H5 | | | 0079 720-98174 44.000 EACH| 1525.00000 67100.00| 2224.00000 97856.00| 1700.00000 74800.00 INLET, B15 | | | 0080 720-98555 10.000 EACH| 1550.00000 15500.00| 2224.00000 22240.00| 1800.00000 18000.00 INLET, C15 | | | 0081 728-98377 LUMP| 5341.10000 5341.10| 3294.60000 3294.60| 4100.00000 4100.00 MASONRY COATING | | | 0082 801-06203 29775.000 LFT | 0.08000 2382.00| 0.08000 2382.00| 0.08000 2382.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0083 801-06577 79.000 LFT | 5.55000 438.45| 5.66000 447.14| 5.60000 442.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0084 801-06640 35.000 EACH| 111.00000 3885.00| 113.22000 3962.70| 110.00000 3850.00 CONSTRUCTION SIGN, A | | | 0085 801-06645 3.000 EACH| 44.00000 132.00| 44.88000 134.64| 44.00000 132.00 CONSTRUCTION SIGN, B | | | 0086 801-06775 LUMP| 61055.00000 61055.00| 25636.40000 25636.40| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0087 801-07118 178.000 LFT | 8.88000 1580.64| 9.06000 1612.68| 8.90000 1584.20 BARRICADE, III-A | | | 0088 802-03821 4.000 EACH| 85.00000 340.00| 316.20000 1264.80| 85.00000 340.00 SIGN, SHEET WITH LEGEND | | | 0089 802-07272 1.000 EACH| 9671.30000 9671.30| 6947.02000 6947.02| 9750.00000 9750.00 BOX TRUSS SIGN FOUNDATION, V-B , | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 802-07282 2.000 EACH| 9332.07000 18664.14| 7140.00000 14280.00| 9500.00000 19000.00 BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED | | | 0091 802-07285 1.000 EACH| 5730.00000 5730.00| 4987.80000 4987.80| 5800.00000 5800.00 BOX TRUSS SIGN FOUNDATION, VI-C | | | 0092 805-01815 8.000 EACH| 2790.00000 22320.00| 1785.00000 14280.00| 2800.00000 22400.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0093 805-01842 32.000 EACH| 725.00000 23200.00| 663.00000 21216.00| 730.00000 23360.00 HANDHOLE, SIGNAL | | | 0094 805-01844 4525.000 LFT | 8.70000 39367.50| 11.22000 50770.50| 8.80000 39820.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0095 805-06592 3995.000 LFT | 8.70000 34756.50| 8.67000 34636.65| 8.80000 35156.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0096 805-06595 354.000 LFT | 6.20000 2194.80| 5.20000 1840.80| 6.20000 2194.80 CONDUIT, PVC, 2 IN. , TRENCH | | | 0097 805-06600 917.000 LFT | 18.00000 16506.00| 14.79000 13562.43| 18.00000 16506.00 CONDUIT, PVC, 3 IN. , CONCRETE ENCASED | | | 0098 805-78746 1080.000 LFT | 9.30000 10044.00| 14.28000 15422.40| 9.40000 10152.00 PREFORMED LOOP DETECTORS | | | 0099 805-78925 3.000 EACH| 990.00000 2970.00| 561.00000 1683.00| 1000.00000 3000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0100 805-86900 17.000 EACH| 415.00000 7055.00| 326.40000 5548.80| 420.00000 7140.00 JUNCTION BOX , LIGHTING, 12" X 12" X 12"| | | 0101 805-86900 1.000 EACH| 670.00000 670.00| 693.60000 693.60| 670.00000 670.00 JUNCTION BOX SIGNAL, 2 FT X 2 FT, FULL | | | 0102 805-95568 177.000 LFT | 23.00000 4071.00| 21.42000 3791.34| 23.00000 4071.00 CONDUIT, PVC, 4 IN. , MULTI-CELL, | | | CONCRETE ENCASED | | | 0103 807-02191 10.000 EACH| 725.00000 7250.00| 612.00000 6120.00| 730.00000 7300.00 HANDHOLE, LIGHTING | | | 0104 807-78590 25.000 EACH| 790.00000 19750.00| 816.00000 20400.00| 790.00000 19750.00 HANDHOLE , ATMS | | | 0105 808-06716 3261.000 LFT | 0.38000 1239.18| 0.39000 1271.79| 0.38000 1239.18 LINE, REMOVE | | | 0106 210-07807 50.000 MOS | 100.00000 5000.00| 1200.00000 60000.00| 1100.00000 55000.00 TEMPORARY SEDIMENT BASIN, MAINTAINED | | | 0107 205-07802 16.000 MOS | 2500.00000 40000.00| 2465.00000 39440.00| 5400.00000 86400.00 EROSION CONTROL , MAINTAINED | | | 0108 715-05149 62.000 LFT | 17.00000 1054.00| 23.00000 1426.00| 24.00000 1488.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 715-05154 97.000 LFT | 30.40000 2948.80| 53.00000 5141.00| 55.00000 5335.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0110 715-46000 1.000 EACH| 300.00000 300.00| 197.00000 197.00| 270.00000 270.00 PIPE END SECTION, 12 IN. | | | 0111 715-46020 1.000 EACH| 400.00000 400.00| 291.00000 291.00| 340.00000 340.00 PIPE END SECTION, 24 IN. | | | 0112 720-90984 2.000 EACH| 1810.00000 3620.00| 2000.00000 4000.00| 2200.00000 4400.00 MANHOLE, C2 | | | SECTION TOTALS | $ 13,773,210.96| $ 13,870,987.03| $ 14,206,570.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,773,210.96| $ 13,870,987.03| $ 14,206,570.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1917625 |(6) 35-0999231 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW INSTALLATION | | | 0001 105-06845 LUMP| 62942.45000 62942.45| 275691.67000 275691.67| 204000.00000 204000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07570 16.000 MOS | 1300.00000 20800.00| 2397.94000 38367.04| 380.00000 6080.00 FIELD OFFICE , FURNITURE AND EQUIPMENT | | | ONLY | | | 0003 108-01614 LUMP| 10000.00000 10000.00| 23532.03000 23532.03| 11700.00000 11700.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 700000.00000 700000.00| 605358.00000 605358.00| 765000.00000 765000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 140000.00000 140000.00| 122059.65000 122059.65| 153000.00000 153000.00 CLEARING RIGHT OF WAY | | | 0006 203-02000 167424.000 CYS | 10.50000 1757952.00| 4.70000 786892.80| 7.70000 1289164.80 EXCAVATION, COMMON | | | 0007 203-02070 166392.000 CYS | 5.00000 831960.00| 8.30000 1381053.60| 5.30000 881877.60 BORROW | | | 0008 205-06930 153.000 TON | 60.00000 9180.00| 42.81000 6549.93| 37.00000 5661.00 SPLASHPAD, RIPRAP | | | 0009 205-06931 245.000 TON | 26.00000 6370.00| 37.36000 9153.20| 30.00000 7350.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 2.000 EACH| 110.00000 220.00| 112.25000 224.50| 150.00000 300.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06935 3.000 EACH| 1100.00000 3300.00| 2466.88000 7400.64| 17200.00000 51600.00 TEMPORARY SEDIMENT BASIN , REMOVE | | | 0012 205-06938 100.000 LFT | 24.00000 2400.00| 65.15000 6515.00| 17.00000 1700.00 TEMPORARY SLOPE DRAIN | | | 0013 207-07498 212841.000 SYS | 3.25000 691733.25| 3.02000 642779.82| 3.50000 744943.50 SUBGRADE TREATMENT, TYPE A | | | 0014 210-05815 13.000 EACH| 1100.00000 14300.00| 2448.96000 31836.48| 2560.00000 33280.00 LIGHTING FOUNDATION, CONCRETE MEDIAN | | | WALL, WITH GROUNDING | | | 0015 211-07454 3640.000 CYS | 12.00000 43680.00| 14.32000 52124.80| 17.00000 61880.00 STRUCTURE BACKFILL | | | 0016 301-07448 32654.000 TON | 12.50000 408175.00| 11.02000 359847.08| 12.00000 391848.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 302-06464 53458.000 CYS | 25.00000 1336450.00| 24.50000 1309721.00| 25.00000 1336450.00 SUBBASE FOR PCCP | | | 0018 401-07330 2568.000 TON | 48.00000 123264.00| 46.50000 119412.00| 47.00000 120696.00 QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0019 401-07400 4360.000 TON | 31.00000 135160.00| 29.00000 126440.00| 30.00000 130800.00 QC/QA-HMA, 5, 70, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1917625 |(6) 35-0999231 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-07410 18420.000 TON | 29.00000 534180.00| 26.00000 478920.00| 27.00000 497340.00 QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0021 402-07434 2090.000 TON | 48.00000 100320.00| 46.00000 96140.00| 49.00000 102410.00 HMA SURFACE, TYPE C | | | 0022 402-07439 3484.000 TON | 31.00000 108004.00| 28.00000 97552.00| 30.00000 104520.00 HMA INTERMEDIATE, TYPE C | | | 0023 406-05520 25.000 TON | 190.00000 4750.00| 190.00000 4750.00| 200.00000 5000.00 ASPHALT FOR TACK COAT | | | 0024 501-06266 LUMP| 30000.00000 30000.00| 9339.44000 9339.44| 19800.00000 19800.00 PROFILOGRAPH, PCCP | | | 0025 501-06325 51614.000 SYS | 32.00000 1651648.00| 25.01000 1290866.14| 28.50000 1470999.00 QC/QA-PCCP, 14 IN. | | | 0026 501-06326 127046.000 SYS | 22.00000 2795012.00| 27.54000 3498846.84| 29.00000 3684334.00 QC/QA-PCCP, 15 IN. | | | 0027 501-06727 LUMP| 9000.00000 9000.00| 7686.38000 7686.38| 11100.00000 11100.00 CORING, PCCP | | | 0028 503-05240 89330.000 LFT | 5.50000 491315.00| 6.69000 597617.70| 7.00000 625310.00 D-1 CONTRACTION JOINT | | | 0029 601-01128 4.000 EACH| 1000.00000 4000.00| 1020.40000 4081.60| 1170.00000 4680.00 GUARDRAIL TRANSITION TYPE WGB | | | 0030 601-01522 14.000 EACH| 1215.00000 17010.00| 1239.79000 17357.06| 1280.00000 17920.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-02103 325.000 LFT | 13.45000 4371.25| 13.72000 4459.00| 14.00000 4550.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0032 601-05999 7.000 EACH| 38.00000 266.00| 38.78000 271.46| 32.00000 224.00 CURVED TERMINAL END | | | 0033 601-06246 1.000 EACH| 35600.00000 35600.00| 37595.45000 37595.45| 40400.00000 40400.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0034 601-94689 11.000 EACH| 1720.00000 18920.00| 1755.09000 19305.99| 1920.00000 21120.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 6043.750 LFT | 8.05000 48652.19| 8.21000 49619.19| 9.40000 56811.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 602-06944 3502.000 LFT | 50.00000 175100.00| 66.56000 233093.12| 51.00000 178602.00 BARRIER, CONCRETE, 33 IN. | | | 0037 602-06977 15.500 LFT | 350.00000 5425.00| 502.83000 7793.87| 190.00000 2945.00 BARRIER, CONCRETE, 33 IN., MODIFIED | | | 0038 603-06040 16209.000 LFT | 4.25000 68888.25| 3.93000 63701.37| 3.50000 56731.50 FENCE, FARM FIELD, 47 IN. | | | 0039 603-06045 12591.000 LFT | 7.25000 91284.75| 7.27000 91536.57| 8.90000 112059.90 FENCE, CHAIN LINK, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1917625 |(6) 35-0999231 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 605-06090 18672.000 LFT | 11.00000 205392.00| 16.21000 302673.12| 7.30000 136305.60 CURB, INTEGRAL, CONCRETE | | | 0041 605-06255 922.400 SYS | 55.00000 50732.00| 59.02000 54440.05| 62.00000 57188.80 CENTER CURB, D, CONCRETE | | | 0042 605-95635 2298.000 LFT | 6.00000 13788.00| 19.24000 44213.52| 9.70000 22290.60 CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0043 610-06263 339.200 SYS | 57.00000 19334.40| 64.48000 21871.62| 92.00000 31206.40 REINFORCED CONCRETE BRIDGE APPROACH, 15 | | | IN. | | | 0044 615-06505 8.000 EACH| 375.00000 3000.00| 382.65000 3061.20| 430.00000 3440.00 MONUMENT, B | | | 0045 615-06510 1.000 EACH| 400.00000 400.00| 408.16000 408.16| 320.00000 320.00 MONUMENT, C | | | 0046 615-06515 2.000 EACH| 120.00000 240.00| 122.45000 244.90| 210.00000 420.00 MONUMENT, D | | | 0047 616-02320 99.000 SYS | 20.00000 1980.00| 16.79000 1662.21| 5.30000 524.70 GEOTEXTILES | | | 0048 616-06405 74.000 TON | 80.00000 5920.00| 69.31000 5128.94| 26.00000 1924.00 RIPRAP, REVETMENT | | | 0049 621-01004 6.000 EACH| 180.00000 1080.00| 183.67000 1102.02| 690.00000 4140.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06545 15.000 TON | 354.00000 5310.00| 361.22000 5418.30| 550.00000 8250.00 FERTILIZER | | | 0051 621-06548 116.000 LBS | 32.00000 3712.00| 32.65000 3787.40| 24.00000 2784.00 SEED MIXTURE, CV | | | 0052 621-06554 5191.000 LBS | 2.50000 12977.50| 2.55000 13237.05| 3.30000 17130.30 SEED MIXTURE, U | | | 0053 621-06557 500.000 LBS | 1.88000 940.00| 1.92000 960.00| 2.10000 1050.00 SEED MIXTURE, T | | | 0054 621-06565 71.000 TON | 432.00000 30672.00| 440.81000 31297.51| 420.00000 29820.00 MULCHING MATERIAL | | | 0055 621-06567 9.000 MG | 2.00000 18.00| 2.04000 18.36| 2.10000 18.90 WATER | | | 0056 621-06574 2189.000 SYS | 2.80000 6129.20| 2.86000 6260.54| 3.50000 7661.50 SODDING | | | 0057 703-51030 20546.000 LBS | 0.40000 8218.40| 0.52000 10683.92| 0.60000 12327.60 REINFORCING STEEL | | | 0058 703-51032 11187.000 LBS | 0.60000 6712.20| 0.67000 7495.29| 0.80000 8949.60 REINFORCING STEEL, EPOXY COATED | | | 0059 706-05733 4.000 EACH| 2000.00000 8000.00| 1501.45000 6005.80| 1390.00000 5560.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1917625 |(6) 35-0999231 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 706-51020 41.300 CYS | 400.00000 16520.00| 764.24000 31563.11| 300.00000 12390.00 CONCRETE, C, RAILING | | | 0061 709-51821 LUMP| 2480.00000 2480.00| 2530.59000 2530.59| 2640.00000 2640.00 SURFACE SEAL | | | 0062 714-26703 125.000 LFT | 225.00000 28125.00| 373.62000 46702.50| 480.00000 60000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0063 715-01344 6.000 EACH| 1549.61000 9297.66| 1618.69000 9712.14| 2160.00000 12960.00 PIPE END SECTION, 60 IN. | | | 0064 715-04629 2.000 EACH| 493.31000 986.62| 381.23000 762.46| 210.00000 420.00 PIPE CULVERT PROTECTION | | | 0065 715-05048 93728.000 LFT | 2.00000 187456.00| 1.60000 149964.80| 1.90000 178083.20 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0066 715-05053 8900.000 LFT | 10.00000 89000.00| 9.44000 84016.00| 8.50000 75650.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0067 715-05151 3319.000 LFT | 21.22000 70429.18| 18.86000 62596.34| 30.00000 99570.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0068 715-05152 686.000 LFT | 24.57000 16855.02| 24.51000 16813.86| 44.00000 30184.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0069 715-05163 470.000 LFT | 126.28000 59351.60| 123.38000 57988.60| 200.00000 94000.00 PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0070 715-46005 43.000 EACH| 170.54000 7333.22| 458.26000 19705.18| 250.00000 10750.00 PIPE END SECTION, 15 IN. | | | 0071 715-46010 9.000 EACH| 187.54000 1687.86| 469.47000 4225.23| 280.00000 2520.00 PIPE END SECTION, 18 IN. | | | 0072 716-07782 300.000 LFT | 475.00000 142500.00| 790.42000 237126.00| 800.00000 240000.00 PIPE INSTALLATION, TRENCHLESS, 60 IN. | | | 0073 718-06529 162.000 EACH| 600.00000 97200.00| 510.20000 82652.40| 430.00000 69660.00 OUTLET PROTECTOR, 2 | | | 0074 718-06532 9842.000 LFT | 0.90000 8857.80| 1.02000 10038.84| 1.00000 9842.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0075 718-52610 7452.000 CYS | 19.00000 141588.00| 27.81000 207240.12| 29.00000 216108.00 AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 88917.000 SYS | 1.00000 88917.00| 1.12000 99587.04| 0.80000 71133.60 GEOTEXTILES FOR UNDERDRAIN | | | 0077 720-04682 3.000 EACH| 1600.00000 4800.00| 1529.30000 4587.90| 5700.00000 17100.00 INLET , HA5 | | | 0078 720-45041 5.000 EACH| 2500.00000 12500.00| 2156.94000 10784.70| 4110.00000 20550.00 INLET, H5 | | | 0079 720-98174 44.000 EACH| 1600.00000 70400.00| 1537.91000 67668.04| 2370.00000 104280.00 INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1917625 |(6) 35-0999231 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 720-98555 10.000 EACH| 1800.00000 18000.00| 1465.94000 14659.40| 2370.00000 23700.00 INLET, C15 | | | 0081 728-98377 LUMP| 4000.00000 4000.00| 3295.89000 3295.89| 3440.00000 3440.00 MASONRY COATING | | | 0082 801-06203 29775.000 LFT | 0.08000 2382.00| 0.08000 2382.00| 0.10000 2977.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0083 801-06577 79.000 LFT | 5.55000 438.45| 5.66000 447.14| 5.80000 458.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0084 801-06640 35.000 EACH| 111.00000 3885.00| 113.26000 3964.10| 190.00000 6650.00 CONSTRUCTION SIGN, A | | | 0085 801-06645 3.000 EACH| 44.00000 132.00| 44.90000 134.70| 27.00000 81.00 CONSTRUCTION SIGN, B | | | 0086 801-06775 LUMP| 225000.00000 225000.00| 127081.13000 127081.13| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0087 801-07118 178.000 LFT | 10.00000 1780.00| 9.06000 1612.68| 14.00000 2492.00 BARRICADE, III-A | | | 0088 802-03821 4.000 EACH| 311.36000 1245.44| 86.74000 346.96| 91.00000 364.00 SIGN, SHEET WITH LEGEND | | | 0089 802-07272 1.000 EACH| 6578.80000 6578.80| 224.49000 224.49| 1300.00000 1300.00 BOX TRUSS SIGN FOUNDATION, V-B , | | | MODIFIED | | | 0090 802-07282 2.000 EACH| 6679.24000 13358.48| 1030.61000 2061.22| 2000.00000 4000.00 BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED | | | 0091 802-07285 1.000 EACH| 5590.34000 5590.34| 6561.17000 6561.17| 6110.00000 6110.00 BOX TRUSS SIGN FOUNDATION, VI-C | | | 0092 805-01815 8.000 EACH| 1757.70000 14061.60| 2891.56000 23132.48| 2970.00000 23760.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0093 805-01842 32.000 EACH| 652.86000 20891.52| 739.79000 23673.28| 770.00000 24640.00 HANDHOLE, SIGNAL | | | 0094 805-01844 4525.000 LFT | 11.05000 50001.25| 8.88000 40182.00| 9.30000 42082.50 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0095 805-06592 3995.000 LFT | 8.54000 34117.30| 8.88000 35475.60| 9.30000 37153.50 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0096 805-06595 354.000 LFT | 5.12000 1812.48| 6.33000 2240.82| 6.60000 2336.40 CONDUIT, PVC, 2 IN. , TRENCH | | | 0097 805-06600 917.000 LFT | 14.56000 13351.52| 18.37000 16845.29| 19.00000 17423.00 CONDUIT, PVC, 3 IN. , CONCRETE ENCASED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1917625 |(6) 35-0999231 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 805-78746 1080.000 LFT | 14.06000 15184.80| 9.49000 10249.20| 9.90000 10692.00 PREFORMED LOOP DETECTORS | | | 0099 805-78925 3.000 EACH| 552.42000 1657.26| 1010.20000 3030.60| 1060.00000 3180.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0100 805-86900 17.000 EACH| 321.41000 5463.97| 423.47000 7198.99| 440.00000 7480.00 JUNCTION BOX , LIGHTING, 12" X 12" X 12"| | | 0101 805-86900 1.000 EACH| 682.99000 682.99| 683.67000 683.67| 710.00000 710.00 JUNCTION BOX SIGNAL, 2 FT X 2 FT, FULL | | | 0102 805-95568 177.000 LFT | 21.09000 3732.93| 23.47000 4154.19| 25.00000 4425.00 CONDUIT, PVC, 4 IN. , MULTI-CELL, | | | CONCRETE ENCASED | | | 0103 807-02191 10.000 EACH| 602.64000 6026.40| 739.79000 7397.90| 770.00000 7700.00 HANDHOLE, LIGHTING | | | 0104 807-78590 25.000 EACH| 803.52000 20088.00| 806.12000 20153.00| 840.00000 21000.00 HANDHOLE , ATMS | | | 0105 808-06716 3261.000 LFT | 0.38000 1239.18| 0.39000 1271.79| 0.40000 1304.40 LINE, REMOVE | | | 0106 210-07807 50.000 MOS | 300.00000 15000.00| 2525.72000 126286.00| 1280.00000 64000.00 TEMPORARY SEDIMENT BASIN, MAINTAINED | | | 0107 205-07802 16.000 MOS | 1200.00000 19200.00| 5022.76000 80364.16| 2630.00000 42080.00 EROSION CONTROL , MAINTAINED | | | 0108 715-05149 62.000 LFT | 28.24000 1750.88| 28.03000 1737.86| 25.00000 1550.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0109 715-05154 97.000 LFT | 41.81000 4055.57| 27.80000 2696.60| 57.00000 5529.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0110 715-46000 1.000 EACH| 170.54000 170.54| 234.79000 234.79| 210.00000 210.00 PIPE END SECTION, 12 IN. | | | 0111 715-46020 1.000 EACH| 493.30000 493.30| 392.69000 392.69| 310.00000 310.00 PIPE END SECTION, 24 IN. | | | 0112 720-90984 2.000 EACH| 2077.10000 4154.20| 2550.30000 5100.60| 2130.00000 4260.00 MANHOLE, C2 | | | SECTION TOTALS | $ 14,448,000.00| $ 14,817,000.57| $ 15,366,738.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,448,000.00| $ 14,817,000.57| $ 15,366,738.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 38-1383205 | | |AJAX PAVING INDUSTRIES | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW INSTALLATION | | | 0001 105-06845 LUMP| 280000.00000 280000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07570 16.000 MOS | 1200.00000 19200.00| | FIELD OFFICE , FURNITURE AND EQUIPMENT | | | ONLY | | | 0003 108-01614 LUMP| 8000.00000 8000.00| | PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 746000.00000 746000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 50000.00000 50000.00| | CLEARING RIGHT OF WAY | | | 0006 203-02000 167424.000 CYS | 7.10000 1188710.40| | EXCAVATION, COMMON | | | 0007 203-02070 166392.000 CYS | 5.00000 831960.00| | BORROW | | | 0008 205-06930 153.000 TON | 35.00000 5355.00| | SPLASHPAD, RIPRAP | | | 0009 205-06931 245.000 TON | 28.00000 6860.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 2.000 EACH| 110.00000 220.00| | TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06935 3.000 EACH| 16100.00000 48300.00| | TEMPORARY SEDIMENT BASIN , REMOVE | | | 0012 205-06938 100.000 LFT | 16.00000 1600.00| | TEMPORARY SLOPE DRAIN | | | 0013 207-07498 212841.000 SYS | 3.25000 691733.25| | SUBGRADE TREATMENT, TYPE A | | | 0014 210-05815 13.000 EACH| 415.00000 5395.00| | LIGHTING FOUNDATION, CONCRETE MEDIAN | | | WALL, WITH GROUNDING | | | 0015 211-07454 3640.000 CYS | 16.00000 58240.00| | STRUCTURE BACKFILL | | | 0016 301-07448 32654.000 TON | 13.95000 455523.30| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 302-06464 53458.000 CYS | 27.00000 1443366.00| | SUBBASE FOR PCCP | | | 0018 401-07330 2568.000 TON | 46.50000 119412.00| | QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0019 401-07400 4360.000 TON | 29.00000 126440.00| | QC/QA-HMA, 5, 70, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 38-1383205 | | |AJAX PAVING INDUSTRIES | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-07410 18420.000 TON | 26.00000 478920.00| | QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0021 402-07434 2090.000 TON | 46.00000 96140.00| | HMA SURFACE, TYPE C | | | 0022 402-07439 3484.000 TON | 28.00000 97552.00| | HMA INTERMEDIATE, TYPE C | | | 0023 406-05520 25.000 TON | 190.00000 4750.00| | ASPHALT FOR TACK COAT | | | 0024 501-06266 LUMP| 25000.00000 25000.00| | PROFILOGRAPH, PCCP | | | 0025 501-06325 51614.000 SYS | 33.00000 1703262.00| | QC/QA-PCCP, 14 IN. | | | 0026 501-06326 127046.000 SYS | 32.20000 4090881.20| | QC/QA-PCCP, 15 IN. | | | 0027 501-06727 LUMP| 15000.00000 15000.00| | CORING, PCCP | | | 0028 503-05240 89330.000 LFT | 7.00000 625310.00| | D-1 CONTRACTION JOINT | | | 0029 601-01128 4.000 EACH| 1100.00000 4400.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0030 601-01522 14.000 EACH| 1315.00000 18410.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-02103 325.000 LFT | 13.45000 4371.25| | GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0032 601-05999 7.000 EACH| 38.00000 266.00| | CURVED TERMINAL END | | | 0033 601-06246 1.000 EACH| 41000.00000 41000.00| | IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0034 601-94689 11.000 EACH| 1820.00000 20020.00| | GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 6043.750 LFT | 8.05000 48652.19| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 602-06944 3502.000 LFT | 54.00000 189108.00| | BARRIER, CONCRETE, 33 IN. | | | 0037 602-06977 15.500 LFT | 191.50000 2968.25| | BARRIER, CONCRETE, 33 IN., MODIFIED | | | 0038 603-06040 16209.000 LFT | 3.85000 62404.65| | FENCE, FARM FIELD, 47 IN. | | | 0039 603-06045 12591.000 LFT | 7.12000 89647.92| | FENCE, CHAIN LINK, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 38-1383205 | | |AJAX PAVING INDUSTRIES | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 605-06090 18672.000 LFT | 10.00000 186720.00| | CURB, INTEGRAL, CONCRETE | | | 0041 605-06255 922.400 SYS | 63.00000 58111.20| | CENTER CURB, D, CONCRETE | | | 0042 605-95635 2298.000 LFT | 13.00000 29874.00| | CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0043 610-06263 339.200 SYS | 75.00000 25440.00| | REINFORCED CONCRETE BRIDGE APPROACH, 15 | | | IN. | | | 0044 615-06505 8.000 EACH| 375.00000 3000.00| | MONUMENT, B | | | 0045 615-06510 1.000 EACH| 400.00000 400.00| | MONUMENT, C | | | 0046 615-06515 2.000 EACH| 120.00000 240.00| | MONUMENT, D | | | 0047 616-02320 99.000 SYS | 5.00000 495.00| | GEOTEXTILES | | | 0048 616-06405 74.000 TON | 24.00000 1776.00| | RIPRAP, REVETMENT | | | 0049 621-01004 6.000 EACH| 160.00000 960.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06545 15.000 TON | 354.00000 5310.00| | FERTILIZER | | | 0051 621-06548 116.000 LBS | 32.00000 3712.00| | SEED MIXTURE, CV | | | 0052 621-06554 5191.000 LBS | 2.50000 12977.50| | SEED MIXTURE, U | | | 0053 621-06557 500.000 LBS | 1.88000 940.00| | SEED MIXTURE, T | | | 0054 621-06565 71.000 TON | 432.00000 30672.00| | MULCHING MATERIAL | | | 0055 621-06567 9.000 MG | 2.00000 18.00| | WATER | | | 0056 621-06574 2189.000 SYS | 2.80000 6129.20| | SODDING | | | 0057 703-51030 20546.000 LBS | 0.70000 14382.20| | REINFORCING STEEL | | | 0058 703-51032 11187.000 LBS | 0.80000 8949.60| | REINFORCING STEEL, EPOXY COATED | | | 0059 706-05733 4.000 EACH| 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, WBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 38-1383205 | | |AJAX PAVING INDUSTRIES | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 706-51020 41.300 CYS | 280.00000 11564.00| | CONCRETE, C, RAILING | | | 0061 709-51821 LUMP| 2500.00000 2500.00| | SURFACE SEAL | | | 0062 714-26703 125.000 LFT | 446.00000 55750.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0063 715-01344 6.000 EACH| 2030.00000 12180.00| | PIPE END SECTION, 60 IN. | | | 0064 715-04629 2.000 EACH| 196.00000 392.00| | PIPE CULVERT PROTECTION | | | 0065 715-05048 93728.000 LFT | 1.75000 164024.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0066 715-05053 8900.000 LFT | 8.00000 71200.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0067 715-05151 3319.000 LFT | 28.00000 92932.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0068 715-05152 686.000 LFT | 41.00000 28126.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0069 715-05163 470.000 LFT | 189.00000 88830.00| | PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0070 715-46005 43.000 EACH| 230.00000 9890.00| | PIPE END SECTION, 15 IN. | | | 0071 715-46010 9.000 EACH| 267.00000 2403.00| | PIPE END SECTION, 18 IN. | | | 0072 716-07782 300.000 LFT | 110.00000 33000.00| | PIPE INSTALLATION, TRENCHLESS, 60 IN. | | | 0073 718-06529 162.000 EACH| 400.00000 64800.00| | OUTLET PROTECTOR, 2 | | | 0074 718-06532 9842.000 LFT | 0.90000 8857.80| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0075 718-52610 7452.000 CYS | 27.00000 201204.00| | AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 88917.000 SYS | 0.75000 66687.75| | GEOTEXTILES FOR UNDERDRAIN | | | 0077 720-04682 3.000 EACH| 5346.00000 16038.00| | INLET , HA5 | | | 0078 720-45041 5.000 EACH| 3854.00000 19270.00| | INLET, H5 | | | 0079 720-98174 44.000 EACH| 2224.00000 97856.00| | INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 38-1383205 | | |AJAX PAVING INDUSTRIES | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 720-98555 10.000 EACH| 2224.00000 22240.00| | INLET, C15 | | | 0081 728-98377 LUMP| 5000.00000 5000.00| | MASONRY COATING | | | 0082 801-06203 29775.000 LFT | 0.10000 2977.50| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0083 801-06577 79.000 LFT | 5.40000 426.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0084 801-06640 35.000 EACH| 180.00000 6300.00| | CONSTRUCTION SIGN, A | | | 0085 801-06645 3.000 EACH| 75.00000 225.00| | CONSTRUCTION SIGN, B | | | 0086 801-06775 LUMP| 110000.00000 110000.00| | MAINTAINING TRAFFIC | | | 0087 801-07118 178.000 LFT | 13.30000 2367.40| | BARRICADE, III-A | | | 0088 802-03821 4.000 EACH| 310.00000 1240.00| | SIGN, SHEET WITH LEGEND | | | 0089 802-07272 1.000 EACH| 7250.00000 7250.00| | BOX TRUSS SIGN FOUNDATION, V-B , | | | MODIFIED | | | 0090 802-07282 2.000 EACH| 7070.00000 14140.00| | BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED | | | 0091 802-07285 1.000 EACH| 5140.00000 5140.00| | BOX TRUSS SIGN FOUNDATION, VI-C | | | 0092 805-01815 8.000 EACH| 1750.00000 14000.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0093 805-01842 32.000 EACH| 650.00000 20800.00| | HANDHOLE, SIGNAL | | | 0094 805-01844 4525.000 LFT | 11.00000 49775.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0095 805-06592 3995.000 LFT | 8.50000 33957.50| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0096 805-06595 354.000 LFT | 5.10000 1805.40| | CONDUIT, PVC, 2 IN. , TRENCH | | | 0097 805-06600 917.000 LFT | 14.50000 13296.50| | CONDUIT, PVC, 3 IN. , CONCRETE ENCASED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/29/03 PAGE : 190 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 22,525,611.35 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26913-A COUNTIES : HENDRICKS MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 38-1383205 | | |AJAX PAVING INDUSTRIES | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 805-78746 1080.000 LFT | 14.00000 15120.00| | PREFORMED LOOP DETECTORS | | | 0099 805-78925 3.000 EACH| 550.00000 1650.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0100 805-86900 17.000 EACH| 320.00000 5440.00| | JUNCTION BOX , LIGHTING, 12" X 12" X 12"| | | 0101 805-86900 1.000 EACH| 650.00000 650.00| | JUNCTION BOX SIGNAL, 2 FT X 2 FT, FULL | | | 0102 805-95568 177.000 LFT | 21.00000 3717.00| | CONDUIT, PVC, 4 IN. , MULTI-CELL, | | | CONCRETE ENCASED | | | 0103 807-02191 10.000 EACH| 600.00000 6000.00| | HANDHOLE, LIGHTING | | | 0104 807-78590 25.000 EACH| 800.00000 20000.00| | HANDHOLE , ATMS | | | 0105 808-06716 3261.000 LFT | 0.38000 1239.18| | LINE, REMOVE | | | 0106 210-07807 50.000 MOS | 1200.00000 60000.00| | TEMPORARY SEDIMENT BASIN, MAINTAINED | | | 0107 205-07802 16.000 MOS | 2465.00000 39440.00| | EROSION CONTROL , MAINTAINED | | | 0108 715-05149 62.000 LFT | 23.00000 1426.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0109 715-05154 97.000 LFT | 53.00000 5141.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0110 715-46000 1.000 EACH| 197.00000 197.00| | PIPE END SECTION, 12 IN. | | | 0111 715-46020 1.000 EACH| 291.00000 291.00| | PIPE END SECTION, 24 IN. | | | 0112 720-90984 2.000 EACH| 2000.00000 4000.00| | MANHOLE, C2 | | | SECTION TOTALS | $ 15,622,441.74| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,622,441.74| | ====================================================================================================================================