INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/03 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,097,440.08 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -26287-A COUNTIES : WASHINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1411009 1411009 1411012 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 14,738,432.39 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 14,984,000.00 101.6661% 3 35-1875662 CRIDER & CRIDER, INC. $ 19,246,109.24 130.5845% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06657 280.000 MOS | 75.00000 21000.00| 50.00000 14000.00| 50.00000 14000.00 PHONE, CELLULAR | | | 0002 105-06845 LUMP| 222300.00000 222300.00| 150000.00000 150000.00| 400000.00000 400000.00 CONSTRUCTION ENGINEERING | | | 0003 105-07039 24.000 MOS | 1421.98900 34127.74| 2200.00000 52800.00| 1700.00000 40800.00 FIELD OFFICE, B | | | 0004 110-01001 LUMP| 750996.28000 750996.28| 742608.72000 742608.72| 1000000.00000 1000000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 244206.57000 244206.57| 290000.00000 290000.00| 400000.00000 400000.00 CLEARING RIGHT OF WAY | | | 0006 202-01261 3.000 EACH| 700.00000 2100.00| 530.00000 1590.00| 315.00000 945.00 TESTING FOR ASBESTOS | | | 0007 202-02241 604.000 m | 9.00000 5436.00| 6.40000 3865.60| 10.00000 6040.00 GUARDRAIL, REMOVE | | | 0008 202-02278 414.000 m | 21.93300 9080.26| 10.00000 4140.00| 24.00000 9936.00 CURB, CONCRETE, REMOVE | | | 0009 202-02279 113.000 m | 32.25500 3644.82| 12.00000 1356.00| 24.00000 2712.00 CURB AND GUTTER, REMOVE | | | 0010 202-03000 LUMP| 9895.65000 9895.65| 2460.00000 2460.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE | | | 0011 202-51330 LUMP| 37051.96000 37051.96| 37000.00000 37000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0012 202-51330 LUMP| 37051.96000 37051.96| 30000.00000 30000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0013 202-60820 1886.000 m2 | 1.50000 2829.00| 4.00000 7544.00| 6.00000 11316.00 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/03 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,097,440.08 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -26287-A COUNTIES : WASHINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-74045 93.000 EACH| 7.80000 725.40| 37.00000 3441.00| 8.00000 744.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0015 202-86946 4.000 EACH| 250.00000 1000.00| 402.00000 1608.00| 265.00000 1060.00 HANDHOLE, REMOVE | | | 0016 202-90277 1.000 EACH| 220.00000 220.00| 402.00000 402.00| 230.00000 230.00 DETECTOR HOUSING, REMOVE | | | 0017 202-91385 16.000 EACH| 523.53500 8376.56| 150.00000 2400.00| 600.00000 9600.00 INLET, REMOVE | | | 0018 202-93047 1.000 EACH| 2094.14000 2094.14| 580.00000 580.00| 1000.00000 1000.00 MANHOLE, REMOVE | | | 0019 202-93995 2.000 EACH| 280.00000 560.00| 500.00000 1000.00| 300.00000 600.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0020 202-94810 4.000 EACH| 523.53500 2094.14| 200.00000 800.00| 500.00000 2000.00 CURB TURNOUT, REMOVE | | | 0021 202-96133 999.000 m | 35.00000 34965.00| 38.00000 37962.00| 60.00000 59940.00 PIPE, REMOVE | | | 0023 203-02010 118366.000 m3 | 10.01000 1184843.66| 10.50000 1242843.00| 14.00000 1657124.00 EXCAVATION, ROCK | | | 0025 203-51223 646.000 m3 | 12.19200 7876.03| 12.00000 7752.00| 18.00000 11628.00 EXCAVATION, WATERWAY | | | 0026 205-06931 4446.000 Mg | 20.44400 90894.02| 18.00000 80028.00| 30.00000 133380.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0027 205-06933 6.000 EACH| 50.00000 300.00| 70.00000 420.00| 55.00000 330.00 TEMPORARY DITCH INLET PROTECTION | | | 0028 205-06936 6728.000 Mg | 20.63600 138839.01| 17.00000 114376.00| 10.00000 67280.00 TEMPORARY SEDIMENT TRAP | | | 0029 205-06937 4595.000 m | 4.80000 22056.00| 4.14000 19023.30| 5.00000 22975.00 TEMPORARY SILT FENCE | | | 0030 205-06938 525.000 m | 47.75000 25068.75| 11.00000 5775.00| 45.00000 23625.00 TEMPORARY SLOPE DRAIN | | | 0031 206-51215 44.500 m3 | 170.49700 7587.12| 100.00000 4450.00| 85.00000 3782.50 EXCAVATION, X | | | 0032 206-51220 96.200 m3 | 26.40900 2540.55| 75.00000 7215.00| 70.00000 6734.00 EXCAVATION, WET | | | 0033 206-51230 1101.000 m3 | 23.66800 26058.47| 15.00000 16515.00| 20.00000 22020.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0034 207-07498 60572.000 m2 | 2.10000 127201.20| 3.50000 212002.00| 4.50000 272574.00 SUBGRADE TREATMENT, TYPE A | | | 0035 207-07499 3909.000 m2 | 8.79400 34375.75| 5.00000 19545.00| 7.60000 29708.40 SUBGRADE TREATMENT, TYPE B , MODIFIED | | | AGGREGATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/03 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,097,440.08 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -26287-A COUNTIES : WASHINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 211-06467 69.000 m3 | 50.21200 3464.63| 45.00000 3105.00| 50.00000 3450.00 AGGREGATE FOR END BENT BACKFILL | | | 0037 211-07454 16036.000 m3 | 29.24900 469036.96| 18.00000 288648.00| 40.00000 641440.00 STRUCTURE BACKFILL | | | 0038 302-07455 56.000 m3 | 44.26900 2479.06| 55.00000 3080.00| 60.00000 3360.00 DENSE GRADED SUBBASE | | | 0039 303-52308 37174.000 Mg | 10.90900 405531.17| 13.00000 483262.00| 13.00000 483262.00 COMPACTED AGGREGATE, O, 53 | | | 0040 401-06264 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0042 401-07328 7109.000 Mg | 44.50000 316350.50| 43.00000 305687.00| 50.00000 355450.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0043 401-07334 590.000 Mg | 55.00000 32450.00| 46.00000 27140.00| 56.00000 33040.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0044 401-07379 1214.000 Mg | 38.00000 46132.00| 40.00000 48560.00| 48.00000 58272.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0045 401-07398 10767.000 Mg | 35.00000 376845.00| 34.00000 366078.00| 39.00000 419913.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0046 401-07403 983.000 Mg | 43.50000 42760.50| 38.00000 37354.00| 48.00000 47184.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0048 401-07424 37491.000 Mg | 32.00000 1199712.00| 32.00000 1199712.00| 37.00000 1387167.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0049 401-07429 15785.000 Mg | 35.50000 560367.50| 30.00000 473550.00| 38.00000 599830.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0051 402-07433 304.000 Mg | 50.00000 15200.00| 47.00000 14288.00| 56.00000 17024.00 HMA SURFACE, TYPE B | | | 0053 402-07438 512.000 Mg | 36.50000 18688.00| 44.00000 22528.00| 53.00000 27136.00 HMA INTERMEDIATE, TYPE B | | | 0054 402-07440 42.000 Mg | 80.00000 3360.00| 44.00000 1848.00| 53.00000 2226.00 HMA BASE, TYPE A | | | 0055 402-07441 1366.000 Mg | 45.00000 61470.00| 44.00000 60104.00| 53.00000 72398.00 HMA BASE, TYPE B | | | 0056 402-07453 1441.000 Mg | 65.00000 93665.00| 37.00000 53317.00| 65.00000 93665.00 HMA FOR TEMPORARY PAVEMENT , TYPE B | | | 0057 404-05511 1231.000 m2 | 0.00000 0.00| 2.70000 3323.70| 3.00000 3693.00 SEAL COAT, 2 | | | 0058 405-05517 58.000 Mg | 250.00000 14500.00| 300.00000 17400.00| 370.00000 21460.00 ASPHALT FOR PRIME COAT | | | 0059 406-05520 94.000 Mg | 200.00000 18800.00| 190.00000 17860.00| 200.00000 18800.00 ASPHALT FOR TACK COAT | | | 0060 601-01522 8.000 EACH| 1200.00000 9600.00| 1240.00000 9920.00| 1250.00000 10000.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/03 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,097,440.08 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -26287-A COUNTIES : WASHINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 601-01700 1.000 EACH| 1795.00000 1795.00| 1575.00000 1575.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0062 601-94689 9.000 EACH| 2295.00000 20655.00| 1800.00000 16200.00| 2100.00000 18900.00 GUARDRAIL END TREATMENT, OS | | | 0063 601-99105 423.000 m | 31.69000 13404.87| 28.90000 12224.70| 31.00000 13113.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0064 602-06646 1095.000 m | 60.66000 66422.70| 53.00000 58035.00| 90.00000 98550.00 TEMPORARY CONCRETE BARRIER | | | 0065 602-06729 22.000 EACH| 30.00000 660.00| 8.00000 176.00| 7.50000 165.00 BARRIER DELINEATOR | | | 0066 604-91531 15.000 m2 | 28.00000 420.00| 31.00000 465.00| 33.00000 495.00 SIDEWALK, CONCRETE, 100 mm | | | 0067 605-06120 67.000 m | 49.85000 3339.95| 62.00000 4154.00| 35.00000 2345.00 CURB, CONCRETE | | | 0068 605-06125 8.000 m | 51.00000 408.00| 65.00000 520.00| 35.00000 280.00 CURB, CONCRETE, MODIFIED | | | 0069 605-52807 975.000 m | 36.00000 35100.00| 45.00000 43875.00| 36.00000 35100.00 CURB AND GUTTER, COMBINED | | | 0070 606-07484 19937.000 m | 0.24000 4784.88| 0.27000 5382.99| 0.60000 11962.20 MILLED HMA SHOULDER CORRUGATIONS | | | 0071 610-06259 368.400 m2 | 73.76700 27175.76| 60.00000 22104.00| 55.00000 20262.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0073 610-07487 4797.000 Mg | 64.00000 307008.00| 46.00000 220662.00| 55.00000 263835.00 HMA FOR APPROACHES, TYPE B | | | 0074 611-05330 1124.000 m2 | 51.15000 57492.60| 47.00000 52828.00| 35.00000 39340.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0075 611-06497 46.000 EACH| 115.00000 5290.00| 180.00000 8280.00| 140.00000 6440.00 MAILBOX ASSEMBLY, SINGLE | | | 0077 615-06505 62.000 EACH| 495.00000 30690.00| 400.00000 24800.00| 410.00000 25420.00 MONUMENT, B | | | 0078 615-06510 4.000 EACH| 395.00000 1580.00| 360.00000 1440.00| 300.00000 1200.00 MONUMENT, C | | | 0079 616-02320 75636.000 m2 | 1.83400 138716.42| 1.25000 94545.00| 2.75000 207999.00 GEOTEXTILES | | | 0080 616-06405 6118.000 Mg | 16.95400 103724.57| 17.00000 104006.00| 26.00000 159068.00 RIPRAP, REVETMENT | | | 0081 616-06451 16783.000 Mg | 18.64500 312919.04| 19.00000 318877.00| 30.00000 503490.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/03 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,097,440.08 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -26287-A COUNTIES : WASHINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 617-04488 1000.000 m2 | 5.27300 5273.00| 3.00000 3000.00| 7.50000 7500.00 GEOGRID, SUBGRADE | | | 0083 621-01004 4.000 EACH| 615.00000 2460.00| 750.00000 3000.00| 650.00000 2600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0084 621-02770 10930.000 m2 | 1.60000 17488.00| 1.36000 14864.80| 1.70000 18581.00 EROSION CONTROL BLANKET | | | 0085 621-06545 30.000 Mg | 535.00000 16050.00| 584.00000 17520.00| 560.00000 16800.00 FERTILIZER | | | 0086 621-06548 297.000 kg | 64.90000 19275.30| 55.00000 16335.00| 70.00000 20790.00 SEED MIXTURE, CV | | | 0087 621-06553 5125.000 kg | 5.90000 30237.50| 5.57000 28546.25| 6.00000 30750.00 SEED MIXTURE, R | | | 0088 621-06557 2428.000 kg | 3.30000 8012.40| 3.80000 9226.40| 5.00000 12140.00 SEED MIXTURE, T | | | 0089 621-06565 243.000 Mg | 410.00000 99630.00| 445.00000 108135.00| 500.00000 121500.00 MULCHING MATERIAL | | | 0090 621-06567 1314.000 kL | 0.50000 657.00| 0.55000 722.70| 0.55000 722.70 WATER | | | 0091 621-06574 15920.000 m2 | 3.65000 58108.00| 3.15000 50148.00| 3.25000 51740.00 SODDING | | | 0092 621-06575 57159.000 m2 | 3.65000 208630.35| 3.15000 180050.85| 3.25000 185766.75 SODDING, NURSERY | | | 0093 622-52436 23.000 EACH| 28.00000 644.00| 30.00000 690.00| 30.00000 690.00 SIGN, DO NOT MOW OR SPRAY | | | 0094 622-91786 1340.000 EACH| 5.45000 7303.00| 8.56000 11470.40| 6.00000 8040.00 SEEDLING | | | 0095 701-51195 175.400 m | 97.56100 17112.20| 110.00000 19294.00| 115.00000 20171.00 PILE, STEEL H, HP 310 X 79 | | | 0096 701-91792 26.000 EACH| 79.34000 2062.84| 100.00000 2600.00| 85.00000 2210.00 PILE TIP, STEEL H | | | 0097 702-51005 185.600 m3 | 738.29000 137026.62| 400.00000 74240.00| 475.00000 88160.00 CONCRETE, A, SUBSTRUCTURE | | | 0098 702-51015 54.800 m3 | 239.07900 13101.53| 350.00000 19180.00| 475.00000 26030.00 CONCRETE, B, FOOTINGS | | | 0099 702-51100 205.700 kg | 10.34600 2128.17| 9.00000 1851.30| 10.00000 2057.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0100 702-51110 1095.600 kg | 7.66500 8397.77| 6.00000 6573.60| 6.00000 6573.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0101 702-93722 9.000 m3 | 626.16700 5635.50| 650.00000 5850.00| 1500.00000 13500.00 CONCRETE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/03 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,097,440.08 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -26287-A COUNTIES : WASHINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 703-51030 20314.000 kg | 1.50100 30491.31| 1.10000 22345.40| 1.30000 26408.20 REINFORCING STEEL | | | 0103 703-51032 81581.000 kg | 1.71400 139829.83| 1.30000 106055.30| 1.45000 118292.45 REINFORCING STEEL, EPOXY COATED | | | 0104 704-51002 445.900 m3 | 599.51700 267324.63| 475.00000 211802.50| 320.00000 142688.00 CONCRETE, C, SUPERSTRUCTURE | | | 0105 706-05732 8.000 EACH| 1200.06000 9600.48| 1200.00000 9600.00| 1000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0106 706-51020 28.000 m3 | 359.20000 10057.60| 450.00000 12600.00| 250.00000 7000.00 CONCRETE, C, RAILING | | | 0107 706-51025 113.200 m | 88.85000 10057.82| 110.00000 12452.00| 100.00000 11320.00 CONCRETE, C, RAILING | | | 0108 707-05984 565.500 m | 315.37800 178346.26| 350.00000 197925.00| 365.00000 206407.50 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0109 709-51821 LUMP| 3891.60000 3891.60| 4500.00000 4500.00| 4000.00000 4000.00 SURFACE SEAL , STR. NO. 1 | | | 0110 709-51821 LUMP| 4199.00000 4199.00| 4868.00000 4868.00| 4500.00000 4500.00 SURFACE SEAL , STR. NO. 2 | | | 0111 711-51070 10.000 EACH| 50.00000 500.00| 30.00000 300.00| 50.00000 500.00 ANCHOR PLATE, AP 1 | | | 0112 713-51334 LUMP| 69636.52000 69636.52| 45000.00000 45000.00| 110000.00000 110000.00 TEMPORARY PIPE AND APPROACHES | | | 0113 714-02677 33.000 m | 1809.35400 59708.68| 960.00000 31680.00| 1100.00000 36300.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm | | | 0114 714-06660 173.000 m2 | 233.13000 40331.49| 500.00000 86500.00| 115.00000 19895.00 WINGWALL | | | 0115 714-26725 36.000 m | 3680.60000 132501.60| 2400.00000 86400.00| 2700.00000 97200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0116 715-05028 361.000 m | 149.71400 54046.75| 68.00000 24548.00| 180.00000 64980.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0117 715-05032 135.000 m | 133.33900 18000.77| 74.00000 9990.00| 200.00000 27000.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0118 715-05037 9.500 m | 253.66400 2409.81| 285.00000 2707.50| 250.00000 2375.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0119 715-05048 20300.000 m | 5.91000 119973.00| 6.00000 121800.00| 10.00000 203000.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0120 715-05049 50.000 m | 35.75300 1787.65| 27.00000 1350.00| 40.00000 2000.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/03 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,097,440.08 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -26287-A COUNTIES : WASHINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 715-05051 50.000 m | 45.03800 2251.90| 33.00000 1650.00| 42.00000 2100.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0122 715-05052 50.000 m | 53.00800 2650.40| 36.00000 1800.00| 44.00000 2200.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0123 715-05053 1281.000 m | 39.50100 50600.78| 28.00000 35868.00| 43.00000 55083.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0124 715-05119 45.500 m | 87.63500 3987.39| 84.00000 3822.00| 95.00000 4322.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0125 715-05121 76.000 m | 114.29800 8686.65| 110.00000 8360.00| 105.00000 7980.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0126 715-05128 696.000 m | 243.80900 169691.06| 215.00000 149640.00| 480.00000 334080.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0127 715-05133 45.000 m | 225.66100 10154.75| 250.00000 11250.00| 610.00000 27450.00 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0128 715-05152 66.000 m | 107.67500 7106.55| 93.00000 6138.00| 175.00000 11550.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0129 715-05153 55.000 m | 132.70400 7298.72| 102.00000 5610.00| 190.00000 10450.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0130 715-05169 750.000 m | 139.49700 104622.75| 78.00000 58500.00| 125.00000 93750.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0131 715-05186 17.500 m | 459.91600 8048.53| 315.00000 5512.50| 400.00000 7000.00 PIPE, TYPE 3, CIRCULAR, 1200 mm | | | 0132 715-05407 81.000 m | 21.32000 1726.92| 27.00000 2187.00| 20.00000 1620.00 PIPE, END BENT DRAIN, 150 mm | | | 0133 715-06004 32.000 EACH| 791.97200 25343.10| 1600.00000 51200.00| 1100.00000 35200.00 CONCRETE ANCHOR, 1200 mm | | | 0134 715-46005 104.000 EACH| 300.60800 31263.23| 225.00000 23400.00| 225.00000 23400.00 PIPE END SECTION, 375 mm | | | 0135 715-46010 4.000 EACH| 347.66800 1390.67| 280.00000 1120.00| 475.00000 1900.00 PIPE END SECTION, 450 mm | | | 0136 715-46040 2.000 EACH| 741.56000 1483.12| 850.00000 1700.00| 1000.00000 2000.00 PIPE END SECTION, 900 mm | | | 0137 718-06528 149.000 EACH| 440.00000 65560.00| 550.00000 81950.00| 425.00000 63325.00 OUTLET PROTECTOR, 1 | | | 0138 718-06532 2000.000 m | 3.00000 6000.00| 3.00000 6000.00| 3.50000 7000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0139 718-52610 4263.000 m3 | 19.46600 82983.56| 19.50000 83128.50| 21.00000 89523.00 AGGREGATE FOR UNDERDRAINS | | | 0140 720-44000 4.000 EACH| 1246.93300 4987.73| 270.00000 1080.00| 650.00000 2600.00 CASTING, ADJUST TO GRADE | | | 0141 720-45030 6.000 EACH| 924.60800 5547.65| 1300.00000 7800.00| 1300.00000 7800.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/03 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,097,440.08 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -26287-A COUNTIES : WASHINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0142 720-45045 10.000 EACH| 824.00600 8240.06| 1485.00000 14850.00| 1500.00000 15000.00 INLET, J10 | | | 0143 720-45055 16.000 EACH| 798.85500 12781.68| 1525.00000 24400.00| 1600.00000 25600.00 INLET, M10 | | | 0144 720-45275 1.000 EACH| 4484.14000 4484.14| 1150.00000 1150.00| 3000.00000 3000.00 PIPE CATCH BASIN, 600 mm | | | 0145 720-45410 11.000 EACH| 3214.89200 35363.81| 1500.00000 16500.00| 1750.00000 19250.00 MANHOLE, C4 | | | 0146 723-07069 22.500 m | 5297.44100 119192.42| 5000.00000 112500.00| 4000.00000 90000.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 2740 mm | | | 0147 723-07262 66.000 m | 3151.46900 207996.95| 4500.00000 297000.00| 4300.00000 283800.00 STRUCTURE, PRECAST THREE-SIDED, 4260 mm | | | X 3050 mm | | | 0148 723-07263 36.000 m | 4254.81900 153173.48| 4600.00000 165600.00| 3800.00000 136800.00 STRUCTURE, PRECAST THREE-SIDED, 4260 mm | | | X 2740 mm | | | 0149 730-26739 2.000 EACH| 11919.60500 23839.21| 10300.00000 20600.00| 9000.00000 18000.00 GRATED BOX END SECTION, II, 4:1, 1500 mm| | | 0150 730-97695 4.000 EACH| 7049.17300 28196.69| 7200.00000 28800.00| 7600.00000 30400.00 GRATED BOX END SECTION, I, 3:1, 1200 mm | | | 0151 730-97918 2.000 EACH| 9652.23500 19304.47| 8800.00000 17600.00| 8400.00000 16800.00 GRATED BOX END SECTION, I, 3:1, 1500 mm | | | 0152 801-04308 36.000 EACH| 325.00000 11700.00| 325.00000 11700.00| 340.00000 12240.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0153 801-06203 4680.000 m | 0.66000 3088.80| 0.50000 2340.00| 0.70000 3276.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0154 801-06625 26.000 EACH| 78.00000 2028.00| 78.00000 2028.00| 80.00000 2080.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0155 801-06640 56.000 EACH| 195.00000 10920.00| 195.00000 10920.00| 205.00000 11480.00 CONSTRUCTION SIGN, A | | | 0156 801-06645 18.000 EACH| 50.00000 900.00| 50.00000 900.00| 55.00000 990.00 CONSTRUCTION SIGN, B | | | 0157 801-06775 LUMP| 328984.48000 328984.48| 200000.00000 200000.00| 400000.00000 400000.00 MAINTAINING TRAFFIC | | | 0158 801-07118 28.800 m | 55.60000 1601.28| 55.60000 1601.28| 60.00000 1728.00 BARRICADE, III-A | | | 0159 801-07119 226.800 m | 68.35000 15501.78| 68.35000 15501.78| 70.00000 15876.00 BARRICADE, III-B | | | 0160 801-09133 2.000 EACH| 15000.00000 30000.00| 15000.00000 30000.00| 14000.00000 28000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/03 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,097,440.08 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -26287-A COUNTIES : WASHINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0161 802-04893 5.000 EACH| 50.00000 250.00| 150.00000 750.00| 300.00000 1500.00 REFERENCE POST | | | 0162 802-05701 280.000 m | 24.80000 6944.00| 38.00000 10640.00| 26.00000 7280.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0163 802-05702 42.600 m | 17.30000 736.98| 31.00000 1320.60| 18.00000 766.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0164 802-05706 7.500 m | 26.00000 195.00| 38.00000 285.00| 27.00000 202.50 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0165 802-76025 37.040 m2 | 104.60000 3874.38| 163.00000 6037.52| 110.00000 4074.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0166 802-76035 8.595 m2 | 115.13300 989.57| 169.10000 1453.41| 122.00000 1048.59 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0167 802-76045 1.240 m2 | 147.70200 183.15| 180.00000 223.20| 155.00000 192.20 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0168 804-06725 15.000 EACH| 18.00000 270.00| 60.00000 900.00| 32.00000 480.00 DELINEATOR WITH POST, D1, 75 mm X 200 mm| | | 0169 805-01815 4.000 EACH| 1850.00000 7400.00| 2240.00000 8960.00| 2000.00000 8000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0170 805-01842 4.000 EACH| 680.00000 2720.00| 800.00000 3200.00| 715.00000 2860.00 HANDHOLE, SIGNAL | | | 0171 805-01844 162.000 m | 28.00000 4536.00| 42.00000 6804.00| 30.00000 4860.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0172 805-02087 LUMP| 500.00000 500.00| 320.00000 320.00| 525.00000 525.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0173 805-02202 1.000 EACH| 650.00000 650.00| 910.00000 910.00| 685.00000 685.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0174 805-78100 1.000 EACH| 8150.00000 8150.00| 7000.00000 7000.00| 9000.00000 9000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0175 805-78205 6.000 EACH| 550.00000 3300.00| 465.00000 2790.00| 600.00000 3600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0176 805-78230 2.000 EACH| 980.00000 1960.00| 780.00000 1560.00| 1030.00000 2060.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/03 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,097,440.08 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -26287-A COUNTIES : WASHINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0177 805-78415 4.000 EACH| 1450.00000 5800.00| 890.00000 3560.00| 1500.00000 6000.00 SPAN, CATENARY, AND TETHER | | | 0178 805-78420 4.000 EACH| 200.00000 800.00| 219.00000 876.00| 210.00000 840.00 DISCONNECT HANGER | | | 0179 805-78445 1.000 EACH| 400.00000 400.00| 332.00000 332.00| 450.00000 450.00 SIGNAL SERVICE | | | 0180 805-78467 15.000 m | 4.10000 61.50| 6.90000 103.50| 4.20000 63.00 SIGNAL CABLE, 3C 8GA. | | | 0181 805-78470 1458.000 m | 0.30000 437.40| 0.33000 481.14| 0.30000 437.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0182 805-78485 28.000 m | 2.80000 78.40| 6.50000 182.00| 3.00000 84.00 SIGNAL CABLE, 5C 14GA. | | | 0183 805-78490 212.000 m | 3.00000 636.00| 6.40000 1356.80| 3.25000 689.00 SIGNAL CABLE, 7C 14GA. | | | 0184 805-78510 534.000 m | 2.60000 1388.40| 3.67000 1959.78| 3.00000 1602.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0185 805-78785 3.000 EACH| 380.00000 1140.00| 790.00000 2370.00| 400.00000 1200.00 SIGNAL DETECTOR HOUSING | | | 0186 805-78795 458.000 m | 24.50000 11221.00| 26.00000 11908.00| 25.00000 11450.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0187 805-78925 1.000 EACH| 550.00000 550.00| 1030.00000 1030.00| 600.00000 600.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0188 805-81032 4.000 EACH| 2750.00000 11000.00| 2210.00000 8840.00| 3000.00000 12000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0189 805-92504 10.000 EACH| 300.00000 3000.00| 138.00000 1380.00| 315.00000 3150.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0190 805-92951 3.000 EACH| 220.00000 660.00| 68.00000 204.00| 230.00000 690.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0191 808-03631 285.000 m | 6.50000 1852.50| 6.50000 1852.50| 7.50000 2137.50 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0192 808-03632 140.000 m | 6.50000 910.00| 6.50000 910.00| 7.50000 1050.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0193 808-04896 18.000 m | 6.50000 117.00| 6.50000 117.00| 7.50000 135.00 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0194 808-06703 22781.000 m | 0.82000 18680.42| 0.82000 18680.42| 0.75000 17085.75 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0195 808-75240 1497.000 m | 0.82000 1227.54| 0.82000 1227.54| 0.75000 1122.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0196 808-75245 15680.000 m | 0.82000 12857.60| 0.82000 12857.60| 0.75000 11760.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/03 PAGE : 160 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,097,440.08 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -26287-A COUNTIES : WASHINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0197 808-75297 171.000 m | 9.51000 1626.21| 9.51000 1626.21| 12.00000 2052.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0198 808-75320 14.000 EACH| 50.00000 700.00| 50.00000 700.00| 55.00000 770.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0199 808-75325 14.000 EACH| 65.00000 910.00| 65.00000 910.00| 75.00000 1050.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0200 808-75996 846.000 EACH| 5.00000 4230.00| 6.80000 5752.80| 5.00000 4230.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0201 808-75998 755.000 EACH| 25.00000 18875.00| 18.70000 14118.50| 20.00000 15100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0202 808-96016 27.000 m | 6.23000 168.21| 6.23000 168.21| 6.00000 162.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0203 203-02055 466521.000 m3 | 5.05000 2355931.05| 7.20000 3358951.20| 9.55000 4455275.55 EMBANKMENT | | | 0204 401-07320 4121.000 Mg | 41.00000 168961.00| 38.00000 156598.00| 45.00000 185445.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0205 401-07389 7056.000 Mg | 35.50000 250488.00| 33.00000 232848.00| 39.00000 275184.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0206 401-07406 13600.000 Mg | 31.50000 428400.00| 32.00000 435200.00| 38.00000 516800.00 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0207 108-01614 LUMP| 32860.24000 32860.24| 10400.00000 10400.00| 20000.00000 20000.00 PARTNERING OVERHEAD | | | 0208 202-74075 1.000 EACH| 1800.00000 1800.00| 3500.00000 3500.00| 2000.00000 2000.00 OVERHEAD SIGN STRUCTURE, MONOTUBE, | | | REMOVE | | | SECTION TOTALS | $ 14,738,432.39| $ 14,984,000.00| $ 19,246,109.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,738,432.39| $ 14,984,000.00| $ 19,246,109.24 ====================================================================================================================================