INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 913,485.45 ROUTE : SR 58 CALL ORDER : 311 CONTRACT ID : B -23744-A COUNTIES : LAWRENCE LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4847003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 736,293.24 100.0000% 2 35-1878024 RAGLE, INC. $ 771,290.60 104.7531% 3 35-1310611 ROBERTSON, DUNCAN, INC. $ 789,526.82 107.2299% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 795,982.18 108.1066% 5 35-1801998 CLR, INC. $ 802,010.06 108.9253% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 821,767.72 111.6087% 7 35-1385672 FORCE CONSTRUCTION $ 846,473.79 114.9642% 8 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 948,151.69 128.7736% ==================================================================================================================================== |(1) 35-1619477 |(2) 35-1878024 |(3) 35-1310611 |BROWN, L.L. CONSTR. CO., INC|RAGLE, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1150.00000 13800.00| 1000.00000 12000.00| 1200.00000 14400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9750.00000 9750.00| 10000.00000 10000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31600.00000 31600.00| 39000.00000 39000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10100.00000 10100.00| 30000.00000 30000.00| 24000.00000 24000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1630.000 m2 | 10.77000 17555.10| 3.00000 4890.00| 15.00000 24450.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 24000.00000 24000.00| 17000.00000 17000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60821 198.000 m2 | 9.02000 1785.96| 8.50000 1683.00| 12.00000 2376.00 SURFACE MILLING, BITUMINOUS | | | 0008 203-02000 1261.600 m3 | 8.50000 10723.60| 6.00000 7569.60| 12.50000 15770.00 EXCAVATION, COMMON | | | 0009 203-02070 10260.000 m3 | 10.39000 106601.40| 6.80000 69768.00| 12.50000 128250.00 BORROW | | | 0010 203-51223 952.000 m3 | 7.85000 7473.20| 5.50000 5236.00| 6.00000 5712.00 EXCAVATION, WATERWAY | | | 0011 205-02224 200.000 m | 7.20000 1440.00| 6.00000 1200.00| 4.00000 800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 913,485.45 ROUTE : SR 58 CALL ORDER : 311 CONTRACT ID : B -23744-A COUNTIES : LAWRENCE LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1619477 |(2) 35-1878024 |(3) 35-1310611 |BROWN, L.L. CONSTR. CO., INC|RAGLE, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02229 54.000 m | 8.10000 437.40| 15.00000 810.00| 5.00000 270.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02232 90.000 m3 | 32.95000 2965.50| 15.00000 1350.00| 5.00000 450.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 206-51215 22.000 m3 | 105.45000 2319.90| 200.00000 4400.00| 200.00000 4400.00 EXCAVATION, X | | | 0015 206-51220 22.000 m3 | 52.72000 1159.84| 65.00000 1430.00| 300.00000 6600.00 EXCAVATION, WET | | | 0016 211-02060 207.000 m3 | 26.18000 5419.26| 24.50000 5071.50| 25.00000 5175.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 13.400 m3 | 228.54000 3062.43| 200.00000 2680.00| 150.00000 2010.00 FLOWABLE MORTAR | | | 0018 303-52308 2050.000 Mg | 14.10000 28905.00| 14.00000 28700.00| 15.00000 30750.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05468 524.000 Mg | 53.50000 28034.00| 38.00000 19912.00| 53.35000 27955.40 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 542.000 Mg | 51.20000 27750.40| 40.00000 21680.00| 54.56000 29571.52 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 242.000 Mg | 57.11000 13820.62| 50.00000 12100.00| 60.63000 14672.46 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 209.000 Mg | 57.11000 11935.99| 48.00000 10032.00| 60.63000 12671.67 HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05511 1220.000 m2 | 6.08000 7417.60| 3.50000 4270.00| 5.59000 6819.80 SEAL COAT, 2 | | | 0024 405-05517 7.000 Mg | 420.00000 2940.00| 320.00000 2240.00| 50.00000 350.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 1.810 Mg | 240.00000 434.40| 300.00000 543.00| 242.51000 438.94 ASPHALT FOR TACK COAT | | | 0026 501-05090 144.500 m2 | 61.50000 8886.75| 58.00000 8381.00| 70.00000 10115.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0027 601-01522 4.000 EACH| 1149.00000 4596.00| 1045.00000 4180.00| 1320.00000 5280.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-06037 4.000 EACH| 621.60000 2486.40| 565.00000 2260.00| 660.00000 2640.00 GUARDRAIL END TREATMENT, I | | | 0029 601-99105 142.875 m | 35.20000 5029.20| 32.00000 4572.00| 41.58000 5940.74 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 6.000 EACH| 8.00000 48.00| 7.00000 42.00| 10.00000 60.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 913,485.45 ROUTE : SR 58 CALL ORDER : 311 CONTRACT ID : B -23744-A COUNTIES : LAWRENCE LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1619477 |(2) 35-1878024 |(3) 35-1310611 |BROWN, L.L. CONSTR. CO., INC|RAGLE, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 615-06490 26.000 EACH| 110.00000 2860.00| 100.00000 2600.00| 93.50000 2431.00 RIGHT OF WAY MARKER | | | 0032 615-06505 7.000 EACH| 425.00000 2975.00| 300.00000 2100.00| 300.00000 2100.00 MONUMENT, B | | | 0033 615-06510 1.000 EACH| 310.00000 310.00| 300.00000 300.00| 300.00000 300.00 MONUMENT, C | | | 0034 616-02320 2008.000 m2 | 2.99000 6003.92| 2.00000 4016.00| 3.00000 6024.00 GEOTEXTILES | | | 0035 616-06405 1437.000 Mg | 15.98000 22963.26| 16.00000 22992.00| 18.00000 25866.00 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 500.00000 1000.00| 650.00000 1300.00| 440.00000 880.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 2.000 Mg | 545.75000 1091.50| 590.00000 1180.00| 545.76000 1091.52 FERTILIZER | | | 0038 621-06548 7.000 kg | 44.00000 308.00| 44.00000 308.00| 44.00000 308.00 SEED MIXTURE, CV | | | 0039 621-06553 331.000 kg | 7.15000 2366.65| 8.55000 2830.05| 7.15000 2366.65 SEED MIXTURE, R | | | 0040 621-06565 16.000 Mg | 424.60000 6793.60| 555.00000 8880.00| 424.60000 6793.60 MULCHING MATERIAL | | | 0041 621-06567 8.120 kL | 1.19000 9.66| 1.00000 8.12| 0.12000 0.97 WATER | | | 0042 621-06574 451.550 m2 | 4.40000 1986.82| 3.65000 1648.16| 4.29000 1937.15 SODDING | | | 0043 622-52436 5.000 EACH| 25.00000 125.00| 24.00000 120.00| 22.00000 110.00 SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 600.000 EACH| 10.50000 6300.00| 6.00000 3600.00| 11.00000 6600.00 SEEDLING | | | 0045 701-51190 38.300 m | 95.40000 3653.82| 220.00000 8426.00| 200.00000 7660.00 PILE, STEEL H, HP 250 X 62 | | | 0046 701-91792 10.000 EACH| 103.00000 1030.00| 100.00000 1000.00| 100.00000 1000.00 PILE TIP, STEEL H | | | 0047 702-51005 44.100 m3 | 457.93000 20194.71| 750.00000 33075.00| 500.00000 22050.00 CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51015 19.800 m3 | 424.74000 8409.85| 450.00000 8910.00| 500.00000 9900.00 CONCRETE, B, FOOTINGS | | | 0049 703-51030 26605.000 kg | 1.16000 30861.80| 1.20000 31926.00| 1.20000 31926.00 REINFORCING STEEL | | | 0050 703-51032 25146.000 kg | 1.35000 33947.10| 1.40000 35204.40| 1.40000 35204.40 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 311 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 913,485.45 ROUTE : SR 58 CALL ORDER : 311 CONTRACT ID : B -23744-A COUNTIES : LAWRENCE LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1619477 |(2) 35-1878024 |(3) 35-1310611 |BROWN, L.L. CONSTR. CO., INC|RAGLE, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 704-51002 292.300 m3 | 465.90000 136182.57| 750.00000 219225.00| 400.00000 116920.00 CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-01569 4.000 EACH| 1398.00000 5592.00| 1000.00000 4000.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0053 706-51025 22.600 m | 177.66000 4015.11| 500.00000 11300.00| 500.00000 11300.00 CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 3480.00000 3480.00| 3200.00000 3200.00| 3000.00000 3000.00 SURFACE SEAL | | | 0055 714-04802 110.953 m2 | 99.82000 11075.32| 100.00000 11095.30| 100.00000 11095.30 CONCRETE MODULAR BLOCK WALL | | | 0056 715-05052 55.000 m | 59.09000 3249.95| 60.00000 3300.00| 10.00000 550.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0057 718-52610 16.000 m3 | 28.87000 461.92| 40.00000 640.00| 35.00000 560.00 AGGREGATE FOR UNDERDRAINS | | | 0058 731-93946 110.953 m2 | 135.13000 14993.07| 55.00000 6102.42| 100.00000 11095.30 WALL ERECTION | | | 0059 731-93947 55.000 m | 43.63000 2399.65| 40.00000 2200.00| 50.00000 2750.00 LEVELING PAD, CONCRETE | | | 0060 801-04308 6.000 EACH| 89.00000 534.00| 89.00000 534.00| 220.00000 1320.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 4.000 EACH| 110.00000 440.00| 49.00000 196.00| 220.00000 880.00 BARRICADE, IIIA | | | 0062 801-06625 24.000 EACH| 86.00000 2064.00| 49.00000 1176.00| 93.50000 2244.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 4.000 EACH| 140.00000 560.00| 95.00000 380.00| 132.00000 528.00 CONSTRUCTION SIGN, A | | | 0064 802-05701 6.800 m | 38.50000 261.80| 35.00000 238.00| 33.63000 228.68 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0065 802-76035 1.260 m2 | 163.90000 206.51| 200.00000 252.00| 259.22000 326.62 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0066 808-06712 555.000 m | 0.81000 449.55| 0.64000 355.20| 1.00000 555.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 1110.000 m | 0.81000 899.10| 0.64000 710.40| 1.00000 1110.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-75996 24.000 EACH| 9.00000 216.00| 10.00000 240.00| 10.00000 240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0069 808-75998 24.000 EACH| 78.00000 1872.00| 49.00000 1176.00| 74.80000 1795.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 311 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 913,485.45 ROUTE : SR 58 CALL ORDER : 311 CONTRACT ID : B -23744-A COUNTIES : LAWRENCE LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1619477 |(2) 35-1878024 |(3) 35-1310611 |BROWN, L.L. CONSTR. CO., INC|RAGLE, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 621-06557 157.000 kg | 10.65000 1672.05| 9.85000 1546.45| 13.70000 2150.90 SEED MIXTURE, T | | | SECTION TOTALS | $ 736,293.24| $ 771,290.60| $ 789,526.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 736,293.24| $ 771,290.60| $ 789,526.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 311 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 913,485.45 ROUTE : SR 58 CALL ORDER : 311 CONTRACT ID : B -23744-A COUNTIES : LAWRENCE LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1801998 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|CLR, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1000.00000 12000.00| 1350.00000 16200.00| 1000.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| 12240.00000 12240.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 24000.00000 24000.00| 16500.00000 16500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1630.000 m2 | 10.00000 16300.00| 1.00000 1630.00| 6.75000 11002.50 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 11800.00000 11800.00| 23000.00000 23000.00| 27500.00000 27500.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60821 198.000 m2 | 9.00000 1782.00| 12.00000 2376.00| 5.00000 990.00 SURFACE MILLING, BITUMINOUS | | | 0008 203-02000 1261.600 m3 | 10.00000 12616.00| 15.00000 18924.00| 7.50000 9462.00 EXCAVATION, COMMON | | | 0009 203-02070 10260.000 m3 | 9.00000 92340.00| 10.50000 107730.00| 13.75000 141075.00 BORROW | | | 0010 203-51223 952.000 m3 | 4.00000 3808.00| 4.00000 3808.00| 8.00000 7616.00 EXCAVATION, WATERWAY | | | 0011 205-02224 200.000 m | 6.40000 1280.00| 6.50000 1300.00| 7.00000 1400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 54.000 m | 10.50000 567.00| 10.00000 540.00| 13.50000 729.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02232 90.000 m3 | 20.00000 1800.00| 6.00000 540.00| 25.00000 2250.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 206-51215 22.000 m3 | 150.00000 3300.00| 275.00000 6050.00| 200.00000 4400.00 EXCAVATION, X | | | 0015 206-51220 22.000 m3 | 150.00000 3300.00| 460.00000 10120.00| 50.00000 1100.00 EXCAVATION, WET | | | 0016 211-02060 207.000 m3 | 58.00000 12006.00| 62.50000 12937.50| 52.50000 10867.50 B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 13.400 m3 | 250.00000 3350.00| 225.00000 3015.00| 150.00000 2010.00 FLOWABLE MORTAR | | | 0018 303-52308 2050.000 Mg | 14.33000 29376.50| 15.50000 31775.00| 16.00000 32800.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 311 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 913,485.45 ROUTE : SR 58 CALL ORDER : 311 CONTRACT ID : B -23744-A COUNTIES : LAWRENCE LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1801998 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|CLR, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05468 524.000 Mg | 48.50000 25414.00| 51.00000 26724.00| 50.00000 26200.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 542.000 Mg | 49.60000 26883.20| 52.00000 28184.00| 51.00000 27642.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 242.000 Mg | 55.11000 13336.62| 58.00000 14036.00| 57.00000 13794.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 209.000 Mg | 55.11000 11517.99| 58.00000 12122.00| 57.00000 11913.00 HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05511 1220.000 m2 | 5.08000 6197.60| 5.00000 6100.00| 6.00000 7320.00 SEAL COAT, 2 | | | 0024 405-05517 7.000 Mg | 396.83000 2777.81| 396.00000 2772.00| 400.00000 2800.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 1.810 Mg | 220.46000 399.03| 230.00000 416.30| 225.00000 407.25 ASPHALT FOR TACK COAT | | | 0026 501-05090 144.500 m2 | 90.00000 13005.00| 75.00000 10837.50| 57.50000 8308.75 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0027 601-01522 4.000 EACH| 1045.00000 4180.00| 1100.00000 4400.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-06037 4.000 EACH| 565.00000 2260.00| 590.00000 2360.00| 650.00000 2600.00 GUARDRAIL END TREATMENT, I | | | 0029 601-99105 142.875 m | 32.00000 4572.00| 33.00000 4714.88| 40.00000 5715.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 6.000 EACH| 10.00000 60.00| 7.50000 45.00| 10.00000 60.00 BARRIER DELINEATOR | | | 0031 615-06490 26.000 EACH| 100.00000 2600.00| 105.00000 2730.00| 100.00000 2600.00 RIGHT OF WAY MARKER | | | 0032 615-06505 7.000 EACH| 365.00000 2555.00| 410.00000 2870.00| 400.00000 2800.00 MONUMENT, B | | | 0033 615-06510 1.000 EACH| 380.00000 380.00| 310.00000 310.00| 300.00000 300.00 MONUMENT, C | | | 0034 616-02320 2008.000 m2 | 2.00000 4016.00| 1.50000 3012.00| 3.00000 6024.00 GEOTEXTILES | | | 0035 616-06405 1437.000 Mg | 20.00000 28740.00| 14.00000 20118.00| 21.50000 30895.50 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 650.00000 1300.00| 420.00000 840.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 2.000 Mg | 590.00000 1180.00| 520.00000 1040.00| 600.00000 1200.00 FERTILIZER | | | 0038 621-06548 7.000 kg | 55.00000 385.00| 40.00000 280.00| 50.00000 350.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 311 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 913,485.45 ROUTE : SR 58 CALL ORDER : 311 CONTRACT ID : B -23744-A COUNTIES : LAWRENCE LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1801998 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|CLR, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06553 331.000 kg | 8.15000 2697.65| 6.50000 2151.50| 8.75000 2896.25 SEED MIXTURE, R | | | 0040 621-06565 16.000 Mg | 468.00000 7488.00| 400.00000 6400.00| 500.00000 8000.00 MULCHING MATERIAL | | | 0041 621-06567 8.120 kL | 1.00000 8.12| 0.15000 1.22| 1.00000 8.12 WATER | | | 0042 621-06574 451.550 m2 | 8.35000 3770.44| 4.00000 1806.20| 9.00000 4063.95 SODDING | | | 0043 622-52436 5.000 EACH| 20.00000 100.00| 21.00000 105.00| 25.00000 125.00 SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 600.000 EACH| 8.00000 4800.00| 10.50000 6300.00| 10.00000 6000.00 SEEDLING | | | 0045 701-51190 38.300 m | 150.00000 5745.00| 155.00000 5936.50| 120.00000 4596.00 PILE, STEEL H, HP 250 X 62 | | | 0046 701-91792 10.000 EACH| 125.00000 1250.00| 150.00000 1500.00| 100.00000 1000.00 PILE TIP, STEEL H | | | 0047 702-51005 44.100 m3 | 600.00000 26460.00| 500.00000 22050.00| 435.00000 19183.50 CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51015 19.800 m3 | 600.00000 11880.00| 400.00000 7920.00| 400.00000 7920.00 CONCRETE, B, FOOTINGS | | | 0049 703-51030 26605.000 kg | 1.25000 33256.25| 1.35000 35916.75| 1.35000 35916.75 REINFORCING STEEL | | | 0050 703-51032 25146.000 kg | 1.50000 37719.00| 1.45000 36461.70| 1.50000 37719.00 REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 292.300 m3 | 600.00000 175380.00| 558.00000 163103.40| 465.00000 135919.50 CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-01569 4.000 EACH| 1500.00000 6000.00| 1250.00000 5000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0053 706-51025 22.600 m | 200.00000 4520.00| 500.00000 11300.00| 225.00000 5085.00 CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 2800.00000 2800.00| 3000.00000 3000.00| 3500.00000 3500.00 SURFACE SEAL | | | 0055 714-04802 110.953 m2 | 99.00000 10984.35| 100.00000 11095.30| 150.00000 16642.95 CONCRETE MODULAR BLOCK WALL | | | 0056 715-05052 55.000 m | 27.30000 1501.50| 27.00000 1485.00| 50.00000 2750.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0057 718-52610 16.000 m3 | 36.25000 580.00| 72.00000 1152.00| 40.00000 640.00 AGGREGATE FOR UNDERDRAINS | | | 0058 731-93946 110.953 m2 | 95.00000 10540.54| 54.00000 5991.46| 150.00000 16642.95 WALL ERECTION | | | 0059 731-93947 55.000 m | 40.00000 2200.00| 87.00000 4785.00| 100.00000 5500.00 LEVELING PAD, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 311 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 913,485.45 ROUTE : SR 58 CALL ORDER : 311 CONTRACT ID : B -23744-A COUNTIES : LAWRENCE LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1801998 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|CLR, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-04308 6.000 EACH| 250.00000 1500.00| 93.00000 558.00| 250.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 4.000 EACH| 50.00000 200.00| 50.00000 200.00| 250.00000 1000.00 BARRICADE, IIIA | | | 0062 801-06625 24.000 EACH| 75.00000 1800.00| 50.00000 1200.00| 100.00000 2400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 4.000 EACH| 50.00000 200.00| 125.00000 500.00| 150.00000 600.00 CONSTRUCTION SIGN, A | | | 0064 802-05701 6.800 m | 35.00000 238.00| 35.00000 238.00| 35.00000 238.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0065 802-76035 1.260 m2 | 148.99000 187.73| 155.00000 195.30| 300.00000 378.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0066 808-06712 555.000 m | 0.68000 377.40| 0.67000 371.85| 1.25000 693.75 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 1110.000 m | 0.68000 754.80| 0.67000 743.70| 1.25000 1387.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-75996 24.000 EACH| 7.00000 168.00| 16.50000 396.00| 5.00000 120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0069 808-75998 24.000 EACH| 64.00000 1536.00| 52.00000 1248.00| 75.00000 1800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0070 621-06557 157.000 kg | 12.45000 1954.65| 13.00000 2041.00| 10.00000 1570.00 SEED MIXTURE, T | | | SECTION TOTALS | $ 795,982.18| $ 802,010.06| $ 821,767.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 795,982.18| $ 802,010.06| $ 821,767.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 311 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 913,485.45 ROUTE : SR 58 CALL ORDER : 311 CONTRACT ID : B -23744-A COUNTIES : LAWRENCE LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 |(8) 35-0906416 | |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1344.00000 16128.00| 1060.43000 12725.16| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 16800.00000 16800.00| 16605.54000 16605.54| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 42329.00000 42329.00| 47404.68000 47404.68| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 44711.80000 44711.80| 15625.50000 15625.50| CLEARING RIGHT OF WAY | | | 0005 202-02240 1630.000 m2 | 8.06000 13137.80| 7.47000 12176.10| PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 22400.00000 22400.00| 59716.12000 59716.12| PRESENT STRUCTURE, REMOVE | | | 0007 202-60821 198.000 m2 | 7.84000 1552.32| 10.54000 2086.92| SURFACE MILLING, BITUMINOUS | | | 0008 203-02000 1261.600 m3 | 21.30000 26872.08| 12.50000 15770.00| EXCAVATION, COMMON | | | 0009 203-02070 10260.000 m3 | 13.15000 134919.00| 12.50000 128250.00| BORROW | | | 0010 203-51223 952.000 m3 | 16.69000 15888.88| 4.66000 4436.32| EXCAVATION, WATERWAY | | | 0011 205-02224 200.000 m | 7.17000 1434.00| 6.82000 1364.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 54.000 m | 11.76000 635.04| 13.68000 738.72| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02232 90.000 m3 | 10.08000 907.20| 27.25000 2452.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 206-51215 22.000 m3 | 26.88000 591.36| 393.12000 8648.64| EXCAVATION, X | | | 0015 206-51220 22.000 m3 | 26.88000 591.36| 99.39000 2186.58| EXCAVATION, WET | | | 0016 211-02060 207.000 m3 | 100.24000 20749.68| 72.21000 14947.47| B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 13.400 m3 | 84.00000 1125.60| 276.56000 3705.90| FLOWABLE MORTAR | | | 0018 303-52308 2050.000 Mg | 15.46000 31693.00| 14.93000 30606.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 311 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 913,485.45 ROUTE : SR 58 CALL ORDER : 311 CONTRACT ID : B -23744-A COUNTIES : LAWRENCE LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 |(8) 35-0906416 | |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05468 524.000 Mg | 49.56000 25969.44| 50.52000 26472.48| HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 542.000 Mg | 49.56000 26861.52| 51.68000 28010.56| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 242.000 Mg | 56.84000 13755.28| 57.42000 13895.64| HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 209.000 Mg | 56.84000 11879.56| 57.42000 12000.78| HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05511 1220.000 m2 | 2.80000 3416.00| 5.30000 6466.00| SEAL COAT, 2 | | | 0024 405-05517 7.000 Mg | 336.00000 2352.00| 413.58000 2895.06| ASPHALT FOR PRIME COAT | | | 0025 406-05520 1.810 Mg | 308.00000 557.48| 230.21000 416.68| ASPHALT FOR TACK COAT | | | 0026 501-05090 144.500 m2 | 84.00000 12138.00| 93.48000 13507.86| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0027 601-01522 4.000 EACH| 1344.00000 5376.00| 1088.58000 4354.32| GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-06037 4.000 EACH| 672.00000 2688.00| 593.77000 2375.08| GUARDRAIL END TREATMENT, I | | | 0029 601-99105 142.875 m | 42.34000 6049.33| 34.19000 4884.90| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 6.000 EACH| 12.32000 73.92| 8.33000 49.98| BARRIER DELINEATOR | | | 0031 615-06490 26.000 EACH| 95.20000 2475.20| 104.17000 2708.42| RIGHT OF WAY MARKER | | | 0032 615-06505 7.000 EACH| 442.40000 3096.80| 412.01000 2884.07| MONUMENT, B | | | 0033 615-06510 1.000 EACH| 330.40000 330.40| 336.41000 336.41| MONUMENT, C | | | 0034 616-02320 2008.000 m2 | 2.69000 5401.52| 2.91000 5843.28| GEOTEXTILES | | | 0035 616-06405 1437.000 Mg | 19.04000 27360.48| 33.76000 48513.12| RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 728.00000 1456.00| 677.11000 1354.22| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 2.000 Mg | 660.80000 1321.60| 621.59000 1243.18| FERTILIZER | | | 0038 621-06548 7.000 kg | 61.60000 431.20| 57.40000 401.80| SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 311 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 913,485.45 ROUTE : SR 58 CALL ORDER : 311 CONTRACT ID : B -23744-A COUNTIES : LAWRENCE LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 |(8) 35-0906416 | |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06553 331.000 kg | 9.13000 3022.03| 9.19000 3041.89| SEED MIXTURE, R | | | 0040 621-06565 16.000 Mg | 524.16000 8386.56| 493.84000 7901.44| MULCHING MATERIAL | | | 0041 621-06567 8.120 kL | 1.12000 9.09| 1.38000 11.21| WATER | | | 0042 621-06574 451.550 m2 | 9.35000 4221.99| 8.72000 3937.52| SODDING | | | 0043 622-52436 5.000 EACH| 22.40000 112.00| 20.83000 104.15| SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 600.000 EACH| 8.96000 5376.00| 8.33000 4998.00| SEEDLING | | | 0045 701-51190 38.300 m | 88.59000 3393.00| 213.29000 8169.01| PILE, STEEL H, HP 250 X 62 | | | 0046 701-91792 10.000 EACH| 89.04000 890.40| 85.32000 853.20| PILE TIP, STEEL H | | | 0047 702-51005 44.100 m3 | 398.72000 17583.55| 742.11000 32727.05| CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51015 19.800 m3 | 254.24000 5033.95| 1069.97000 21185.41| CONCRETE, B, FOOTINGS | | | 0049 703-51030 26605.000 kg | 1.05000 27935.25| 1.12000 29797.60| REINFORCING STEEL | | | 0050 703-51032 25146.000 kg | 1.23000 30929.58| 1.30000 32689.80| REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 292.300 m3 | 435.18000 127203.11| 623.70000 182307.51| CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-01569 4.000 EACH| 1338.40000 5353.60| 1250.04000 5000.16| CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0053 706-51025 22.600 m | 535.36000 12099.14| 136.72000 3089.87| CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 3572.80000 3572.80| 3825.12000 3825.12| SURFACE SEAL | | | 0055 714-04802 110.953 m2 | 123.20000 13669.41| 210.11000 23312.33| CONCRETE MODULAR BLOCK WALL | | | 0056 715-05052 55.000 m | 77.28000 4250.40| 83.50000 4592.50| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0057 718-52610 16.000 m3 | 25.74000 411.84| 34.95000 559.20| AGGREGATE FOR UNDERDRAINS | | | 0058 731-93946 110.953 m2 | 123.20000 13669.41| 92.57000 10270.92| WALL ERECTION | | | 0059 731-93947 55.000 m | 35.84000 1971.20| 69.92000 3845.60| LEVELING PAD, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 311 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 913,485.45 ROUTE : SR 58 CALL ORDER : 311 CONTRACT ID : B -23744-A COUNTIES : LAWRENCE LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 |(8) 35-0906416 | |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-04308 6.000 EACH| 224.00000 1344.00| 93.75000 562.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 4.000 EACH| 224.00000 896.00| 52.09000 208.36| BARRICADE, IIIA | | | 0062 801-06625 24.000 EACH| 95.20000 2284.80| 52.09000 1250.16| DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 4.000 EACH| 134.40000 537.60| 104.17000 416.68| CONSTRUCTION SIGN, A | | | 0064 802-05701 6.800 m | 34.24000 232.83| 47.84000 325.31| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0065 802-76035 1.260 m2 | 263.93000 332.55| 192.14000 242.10| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0066 808-06712 555.000 m | 1.03000 571.65| 0.69000 382.95| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 1110.000 m | 1.03000 1143.30| 0.69000 765.90| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-75996 24.000 EACH| 23.52000 564.48| 17.84000 428.16| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0069 808-75998 24.000 EACH| 76.16000 1827.84| 52.09000 1250.16| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0070 621-06557 157.000 kg | 13.94000 2188.58| 12.99000 2039.43| SEED MIXTURE, T | | | SECTION TOTALS | $ 846,473.79| $ 948,151.69| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 846,473.79| $ 948,151.69| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0625014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 988,626.89 100.0000% 2 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 999,929.03 101.1432% 3 35-1801998 CLR, INC. $ 1,105,061.80 111.7774% 4 35-1310611 ROBERTSON, DUNCAN, INC. $ 1,141,915.73 115.5052% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,191,441.91 120.5148% 6 35-1212938 ATLAS EXCAVATING, INC. $ 1,206,843.38 122.0726% 7 35-1673827 HENDERSON, H.E., INC. $ 1,213,748.38 122.7711% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1619477 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|BROWN, L.L. CONSTR. CO., INC|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1500.00000 18000.00| 1201.00000 14412.00| 1250.00000 15000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 10600.00000 10600.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45000.00000 45000.00| 40500.00000 40500.00| 53750.00000 53750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 65.000 m | 11.70000 760.50| 3.25000 211.25| 7.00000 455.00 GUARDRAIL, REMOVE | | | 0005 202-02286 1.000 EACH| 20000.00000 20000.00| 34690.00000 34690.00| 32000.00000 32000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-03000 LUMP| 1000.00000 1000.00| 2695.00000 2695.00| 625.00000 625.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 6SA | | | 0007 202-60820 715.000 m2 | 5.00000 3575.00| 4.00000 2860.00| 5.50000 3932.50 SURFACE MILLING, ASPHALT | | | 0008 203-02000 601.000 m3 | 23.50000 14123.50| 9.15000 5499.15| 25.50000 15325.50 EXCAVATION, COMMON | | | 0009 203-02070 1738.000 m3 | 8.50000 14773.00| 12.42000 21585.96| 8.45000 14686.10 BORROW | | | 0010 203-51223 2641.000 m3 | 5.30000 13997.30| 9.87000 26066.67| 5.25000 13865.25 EXCAVATION, WATERWAY | | | 0011 205-02224 1194.000 m | 5.25000 6268.50| 7.20000 8596.80| 4.95000 5910.30 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1619477 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|BROWN, L.L. CONSTR. CO., INC|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 206-51215 28.500 m3 | 150.00000 4275.00| 125.00000 3562.50| 445.00000 12682.50 EXCAVATION, X | | | 0013 206-51220 229.100 m3 | 60.00000 13746.00| 32.62000 7473.24| 50.00000 11455.00 EXCAVATION, WET | | | 0014 213-52830 24.300 m3 | 150.00000 3645.00| 228.54000 5553.52| 220.00000 5346.00 FLOWABLE MORTAR | | | 0015 303-52308 1150.000 Mg | 14.00000 16100.00| 15.25000 17537.50| 14.75000 16962.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 303-52309 1350.000 Mg | 15.00000 20250.00| 17.51000 23638.50| 14.75000 19912.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 402-05468 190.000 Mg | 50.00000 9500.00| 49.00000 9310.00| 49.50000 9405.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1100.000 Mg | 38.90000 42790.00| 42.90000 47190.00| 41.00000 45100.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 307.000 Mg | 52.00000 15964.00| 54.00000 16578.00| 52.00000 15964.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 210.000 Mg | 52.00000 10920.00| 51.00000 10710.00| 51.50000 10815.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 405-05518 2800.000 m2 | 0.75000 2100.00| 0.80000 2240.00| 0.70000 1960.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 3300.000 m2 | 0.45000 1485.00| 0.45000 1485.00| 0.41000 1353.00 ASPHALT FOR TACK COAT | | | 0023 407-04348 1100.000 m2 | 3.20000 3520.00| 3.50000 3850.00| 3.00000 3300.00 SEAL COAT, 2 | | | 0024 501-05090 252.800 m2 | 85.00000 21488.00| 61.50000 15547.20| 75.00000 18960.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0025 601-01522 4.000 EACH| 1100.00000 4400.00| 1046.00000 4184.00| 1100.00000 4400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01700 1.000 EACH| 1500.00000 1500.00| 1641.20000 1641.20| 150.00000 150.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-94689 4.000 EACH| 3100.00000 12400.00| 3310.00000 13240.00| 3140.00000 12560.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 126.960 m | 34.00000 4316.64| 35.00000 4443.60| 33.25000 4221.42 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 601-99365 61.000 m | 39.00000 2379.00| 39.60000 2415.60| 37.50000 2287.50 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0031 602-06729 4.000 EACH| 12.25000 49.00| 9.00000 36.00| 7.00000 28.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1619477 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|BROWN, L.L. CONSTR. CO., INC|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 610-05527 15.000 Mg | 79.00000 1185.00| 77.35000 1160.25| 78.00000 1170.00 HMA FOR APPROACHES | | | 0033 611-06497 1.000 EACH| 95.00000 95.00| 110.00000 110.00| 95.00000 95.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 13.000 EACH| 95.00000 1235.00| 110.00000 1430.00| 90.00000 1170.00 RIGHT OF WAY MARKER | | | 0035 616-02320 1250.000 m2 | 1.90000 2375.00| 2.98000 3725.00| 2.70000 3375.00 GEOTEXTILES | | | 0036 616-06405 918.000 Mg | 22.00000 20196.00| 15.98000 14669.64| 20.00000 18360.00 RIPRAP, REVETMENT | | | 0037 621-01004 3.000 EACH| 530.00000 1590.00| 700.00000 2100.00| 525.00000 1575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01371 35.000 kg | 8.65000 302.75| 14.13000 494.55| 8.50000 297.50 SEED MIXTURE, LEGUME, 2 | | | 0039 621-01882 60.000 kg | 15.95000 957.00| 10.95000 657.00| 15.80000 948.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0040 621-06545 1.500 Mg | 650.00000 975.00| 640.00000 960.00| 640.00000 960.00 FERTILIZER | | | 0041 621-06548 2.500 kg | 60.00000 150.00| 48.00000 120.00| 58.00000 145.00 SEED MIXTURE, CV | | | 0042 621-06553 210.000 kg | 8.65000 1816.50| 9.73000 2043.30| 8.50000 1785.00 SEED MIXTURE, R | | | 0043 621-06565 9.000 Mg | 495.00000 4455.00| 605.00000 5445.00| 490.00000 4410.00 MULCHING MATERIAL | | | 0044 621-06567 90.000 kL | 1.05000 94.50| 1.50000 135.00| 1.00000 90.00 WATER | | | 0045 621-06575 850.000 m2 | 5.00000 4250.00| 4.10000 3485.00| 5.00000 4250.00 SODDING, NURSERY | | | 0046 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 22.00000 88.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 100.000 EACH| 12.00000 1200.00| 13.25000 1325.00| 10.50000 1050.00 SEEDLING | | | 0048 622-98200 4.000 EACH| 22.00000 88.00| 25.00000 100.00| 21.00000 84.00 SIGN, DO NOT DISTURB | | | 0049 701-51195 67.200 m | 180.00000 12096.00| 116.48000 7827.45| 185.00000 12432.00 PILE, STEEL H, HP 310 X 79 | | | 0050 701-91792 12.000 EACH| 150.00000 1800.00| 98.00000 1176.00| 175.00000 2100.00 PILE TIP, STEEL H | | | 0051 702-51005 81.400 m3 | 465.00000 37851.00| 457.93000 37275.50| 610.00000 49654.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1619477 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|BROWN, L.L. CONSTR. CO., INC|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 702-51015 22.400 m3 | 320.00000 7168.00| 424.74000 9514.17| 375.00000 8400.00 CONCRETE, B, FOOTINGS | | | 0053 703-51030 10414.000 kg | 1.45000 15100.30| 1.16000 12080.24| 1.60000 16662.40 REINFORCING STEEL | | | 0054 703-51032 25246.000 kg | 1.50000 37869.00| 1.35000 34082.10| 1.65000 41655.90 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 206.100 m3 | 455.00000 93775.50| 465.90000 96021.99| 485.00000 99958.50 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH| 1500.00000 6000.00| 1320.00000 5280.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 27.200 m3 | 475.00000 12920.00| 550.00000 14960.00| 525.00000 14280.00 CONCRETE, C, RAILING | | | 0058 707-05979 405.700 m2 | 310.00000 125767.00| 312.94000 126959.75| 350.00000 141995.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0059 709-51821 LUMP| 3200.00000 3200.00| 5690.00000 5690.00| 3400.00000 3400.00 SURFACE SEAL | | | 0060 713-51335 LUMP| 181000.00000 181000.00| 197428.00000 197428.00| 238000.00000 238000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0061 715-05048 4.600 m | 42.00000 193.20| 32.25000 148.35| 42.00000 193.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0062 715-05203 4.900 m | 40.00000 196.00| 29.32000 143.66| 40.00000 196.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0063 715-05438 3.000 m | 47.00000 141.00| 61.30000 183.90| 47.00000 141.00 PIPE, DRAIN TILE TERMINAL SECTION, 100 | | | mm | | | 0064 715-05439 3.000 m | 58.00000 174.00| 71.30000 213.90| 58.00000 174.00 PIPE, DRAIN TILE TERMINAL SECTION, 150 | | | mm | | | 0066 801-04308 2.000 EACH| 530.00000 1060.00| 550.00000 1100.00| 400.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06049 828.000 m | 1.50000 1242.00| 0.99000 819.72| 1.35000 1117.80 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0068 801-06605 9.000 EACH| 80.00000 720.00| 82.50000 742.50| 125.00000 1125.00 BARRICADE, IIIA | | | 0069 801-06640 17.000 EACH| 135.00000 2295.00| 104.50000 1776.50| 115.00000 1955.00 CONSTRUCTION SIGN, A | | | 0070 801-06643 1800.000 m | 3.15000 5670.00| 3.13000 5634.00| 3.25000 5850.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1619477 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|BROWN, L.L. CONSTR. CO., INC|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 801-06644 136.000 m | 3.15000 428.40| 3.13000 425.68| 3.25000 442.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0072 801-06645 10.000 EACH| 45.00000 450.00| 33.00000 330.00| 35.00000 350.00 CONSTRUCTION SIGN, B | | | 0073 801-06647 692.000 m | 1.50000 1038.00| 0.99000 685.08| 1.35000 934.20 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0074 801-06775 LUMP| 10000.00000 10000.00| 7800.00000 7800.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0075 808-01226 32.000 EACH| 31.00000 992.00| 32.75000 1048.00| 32.00000 1024.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0076 808-06712 433.000 m | 0.70000 303.10| 0.69000 298.77| 0.97000 420.01 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0077 808-06713 866.000 m | 0.70000 606.20| 0.69000 597.54| 0.97000 840.02 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0078 808-06714 320.000 m | 0.70000 224.00| 0.69000 220.80| 0.97000 310.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0079 808-75994 32.000 EACH| 15.00000 480.00| 7.80000 249.60| 10.50000 336.00 PRISMATIC REFLECTOR | | | 0080 808-75996 32.000 EACH| 10.00000 320.00| 10.00000 320.00| 12.15000 388.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-06716 300.000 m | 1.75000 525.00| 1.75000 525.00| 1.82000 546.00 LINE, REMOVE | | | 0083 201-52370 LUMP| 34000.00000 34000.00| 23000.00000 23000.00| 32000.00000 32000.00 CLEARING RIGHT OF WAY | | | 0084 801-97643 72.000 m | 31.00000 2232.00| 29.70000 2138.40| 15.50000 1116.00 TEMPORARY BUZZ STRIPS | | | 0085 601-97080 4.000 EACH| 1600.00000 6400.00| 1705.00000 6820.00| 1625.00000 6500.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | SECTION TOTALS | $ 988,626.89| $ 999,929.03| $ 1,105,061.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 988,626.89| $ 999,929.03| $ 1,105,061.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-0906416 |(6) 35-1212938 |ROBERTSON, DUNCAN, INC. |WEDDLE BROTHERS CONSTRUCTION|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1200.00000 14400.00| 1053.84000 12646.08| 750.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7500.00000 7500.00| 11579.86000 11579.86| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 55000.00000 55000.00| 59575.19000 59575.19| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 65.000 m | 10.00000 650.00| 11.45000 744.25| 5.20000 338.00 GUARDRAIL, REMOVE | | | 0005 202-02286 1.000 EACH| 40000.00000 40000.00| 78681.41000 78681.41| 62000.00000 62000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-03000 LUMP| 1000.00000 1000.00| 833.36000 833.36| 300.00000 300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 6SA | | | 0007 202-60820 715.000 m2 | 4.00000 2860.00| 3.61000 2581.15| 5.80000 4147.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 601.000 m3 | 12.50000 7512.50| 15.42000 9267.42| 16.00000 9616.00 EXCAVATION, COMMON | | | 0009 203-02070 1738.000 m3 | 20.00000 34760.00| 13.52000 23497.76| 14.00000 24332.00 BORROW | | | 0010 203-51223 2641.000 m3 | 7.00000 18487.00| 7.13000 18830.33| 10.00000 26410.00 EXCAVATION, WATERWAY | | | 0011 205-02224 1194.000 m | 3.00000 3582.00| 5.15000 6149.10| 5.50000 6567.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 206-51215 28.500 m3 | 200.00000 5700.00| 263.75000 7516.88| 230.00000 6555.00 EXCAVATION, X | | | 0013 206-51220 229.100 m3 | 100.00000 22910.00| 40.86000 9361.03| 90.00000 20619.00 EXCAVATION, WET | | | 0014 213-52830 24.300 m3 | 150.00000 3645.00| 247.94000 6024.94| 130.00000 3159.00 FLOWABLE MORTAR | | | 0015 303-52308 1150.000 Mg | 15.00000 17250.00| 17.23000 19814.50| 15.00000 17250.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 303-52309 1350.000 Mg | 15.00000 20250.00| 20.33000 27445.50| 15.00000 20250.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 402-05468 190.000 Mg | 51.70000 9823.00| 49.37000 9380.30| 49.00000 9310.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1100.000 Mg | 42.79000 47069.00| 40.53000 44583.00| 40.00000 44000.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 307.000 Mg | 57.20000 17560.40| 54.17000 16630.19| 54.00000 16578.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-0906416 |(6) 35-1212938 |ROBERTSON, DUNCAN, INC. |WEDDLE BROTHERS CONSTRUCTION|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05481 210.000 Mg | 53.90000 11319.00| 51.68000 10852.80| 51.00000 10710.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 405-05518 2800.000 m2 | 0.07000 196.00| 0.73000 2044.00| 0.75000 2100.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 3300.000 m2 | 0.46000 1518.00| 0.43000 1419.00| 0.45000 1485.00 ASPHALT FOR TACK COAT | | | 0023 407-04348 1100.000 m2 | 3.30000 3630.00| 3.12000 3432.00| 3.10000 3410.00 SEAL COAT, 2 | | | 0024 501-05090 252.800 m2 | 60.00000 15168.00| 80.47000 20342.82| 47.00000 11881.60 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0025 601-01522 4.000 EACH| 1320.00000 5280.00| 1089.62000 4358.48| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01700 1.000 EACH| 1644.50000 1644.50| 1557.34000 1557.34| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-94689 4.000 EACH| 3844.50000 15378.00| 3125.10000 12500.40| 3150.00000 12600.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 126.960 m | 30.71000 3898.94| 34.19000 4340.76| 33.50000 4253.16 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 601-99365 61.000 m | 38.28000 2335.08| 37.60000 2293.60| 37.50000 2287.50 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0031 602-06729 4.000 EACH| 10.00000 40.00| 8.33000 33.32| 7.00000 28.00 BARRIER DELINEATOR | | | 0032 610-05527 15.000 Mg | 81.79000 1226.85| 78.11000 1171.65| 78.00000 1170.00 HMA FOR APPROACHES | | | 0033 611-06497 1.000 EACH| 125.00000 125.00| 98.96000 98.96| 115.00000 115.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 13.000 EACH| 93.50000 1215.50| 114.59000 1489.67| 120.00000 1560.00 RIGHT OF WAY MARKER | | | 0035 616-02320 1250.000 m2 | 3.00000 3750.00| 2.43000 3037.50| 3.70000 4625.00 GEOTEXTILES | | | 0036 616-06405 918.000 Mg | 17.00000 15606.00| 19.64000 18029.52| 19.00000 17442.00 RIPRAP, REVETMENT | | | 0037 621-01004 3.000 EACH| 550.00000 1650.00| 520.85000 1562.55| 550.00000 1650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01371 35.000 kg | 9.00000 315.00| 8.49000 297.15| 8.50000 297.50 SEED MIXTURE, LEGUME, 2 | | | 0039 621-01882 60.000 kg | 16.50000 990.00| 16.07000 964.20| 15.80000 948.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-0906416 |(6) 35-1212938 |ROBERTSON, DUNCAN, INC. |WEDDLE BROTHERS CONSTRUCTION|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06545 1.500 Mg | 667.70000 1001.55| 635.95000 953.93| 635.00000 952.50 FERTILIZER | | | 0041 621-06548 2.500 kg | 60.50000 151.25| 57.39000 143.48| 56.00000 140.00 SEED MIXTURE, CV | | | 0042 621-06553 210.000 kg | 9.00000 1890.00| 8.49000 1782.90| 8.60000 1806.00 SEED MIXTURE, R | | | 0043 621-06565 9.000 Mg | 513.70000 4623.30| 493.72000 4443.48| 490.00000 4410.00 MULCHING MATERIAL | | | 0044 621-06567 90.000 kL | 1.10000 99.00| 1.38000 124.20| 1.10000 99.00 WATER | | | 0045 621-06575 850.000 m2 | 5.17000 4394.50| 4.99000 4241.50| 4.90000 4165.00 SODDING, NURSERY | | | 0046 622-52436 4.000 EACH| 22.00000 88.00| 20.83000 83.32| 22.74000 90.96 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 100.000 EACH| 11.00000 1100.00| 10.42000 1042.00| 11.37000 1137.00 SEEDLING | | | 0048 622-98200 4.000 EACH| 22.00000 88.00| 20.83000 83.32| 22.74000 90.96 SIGN, DO NOT DISTURB | | | 0049 701-51195 67.200 m | 150.00000 10080.00| 135.23000 9087.46| 220.00000 14784.00 PILE, STEEL H, HP 310 X 79 | | | 0050 701-91792 12.000 EACH| 100.00000 1200.00| 91.80000 1101.60| 115.00000 1380.00 PILE TIP, STEEL H | | | 0051 702-51005 81.400 m3 | 500.00000 40700.00| 733.60000 59715.04| 445.00000 36223.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 22.400 m3 | 500.00000 11200.00| 1122.10000 25135.04| 320.00000 7168.00 CONCRETE, B, FOOTINGS | | | 0053 703-51030 10414.000 kg | 1.20000 12496.80| 1.17000 12184.38| 1.35000 14058.90 REINFORCING STEEL | | | 0054 703-51032 25246.000 kg | 1.40000 35344.40| 1.39000 35091.94| 1.50000 37869.00 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 206.100 m3 | 500.00000 103050.00| 510.93000 105302.67| 375.00000 77287.50 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH| 1100.00000 4400.00| 2298.84000 9195.36| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 27.200 m3 | 500.00000 13600.00| 447.82000 12180.70| 485.00000 13192.00 CONCRETE, C, RAILING | | | 0058 707-05979 405.700 m2 | 300.00000 121710.00| 305.16000 123803.41| 385.00000 156194.50 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0059 709-51821 LUMP| 3000.00000 3000.00| 3541.78000 3541.78| 6500.00000 6500.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-0906416 |(6) 35-1212938 |ROBERTSON, DUNCAN, INC. |WEDDLE BROTHERS CONSTRUCTION|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 713-51335 LUMP| 300000.00000 300000.00| 246114.49000 246114.49| 316000.00000 316000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0061 715-05048 4.600 m | 10.00000 46.00| 67.81000 311.93| 55.00000 253.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0062 715-05203 4.900 m | 10.00000 49.00| 64.94000 318.21| 50.00000 245.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0063 715-05438 3.000 m | 25.00000 75.00| 62.35000 187.05| 35.00000 105.00 PIPE, DRAIN TILE TERMINAL SECTION, 100 | | | mm | | | 0064 715-05439 3.000 m | 25.00000 75.00| 62.35000 187.05| 40.00000 120.00 PIPE, DRAIN TILE TERMINAL SECTION, 150 | | | mm | | | 0066 801-04308 2.000 EACH| 385.00000 770.00| 395.85000 791.70| 520.00000 1040.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06049 828.000 m | 1.49000 1233.72| 1.38000 1142.64| 1.00000 828.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0068 801-06605 9.000 EACH| 220.00000 1980.00| 125.00000 1125.00| 95.00000 855.00 BARRICADE, IIIA | | | 0069 801-06640 17.000 EACH| 132.00000 2244.00| 114.59000 1948.03| 140.00000 2380.00 CONSTRUCTION SIGN, A | | | 0070 801-06643 1800.000 m | 3.26000 5868.00| 3.25000 5850.00| 3.00000 5400.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0071 801-06644 136.000 m | 3.44000 467.84| 3.25000 442.00| 3.00000 408.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0072 801-06645 10.000 EACH| 33.00000 330.00| 36.46000 364.60| 33.00000 330.00 CONSTRUCTION SIGN, B | | | 0073 801-06647 692.000 m | 1.49000 1031.08| 1.38000 954.96| 1.00000 692.00 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0074 801-06775 LUMP| 10000.00000 10000.00| 19952.80000 19952.80| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0075 808-01226 32.000 EACH| 17.60000 563.20| 31.25000 1000.00| 32.00000 1024.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0076 808-06712 433.000 m | 1.00000 433.00| 0.95000 411.35| 0.70000 303.10 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0077 808-06713 866.000 m | 1.00000 866.00| 0.95000 822.70| 0.70000 606.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-0906416 |(6) 35-1212938 |ROBERTSON, DUNCAN, INC. |WEDDLE BROTHERS CONSTRUCTION|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 808-06714 320.000 m | 1.00000 320.00| 0.95000 304.00| 0.70000 224.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0079 808-75994 32.000 EACH| 8.80000 281.60| 10.42000 333.44| 7.00000 224.00 PRISMATIC REFLECTOR | | | 0080 808-75996 32.000 EACH| 10.00000 320.00| 14.35000 459.20| 21.00000 672.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-06716 300.000 m | 2.17000 651.00| 1.71000 513.00| 1.80000 540.00 LINE, REMOVE | | | 0083 201-52370 LUMP| 20000.00000 20000.00| 35417.80000 35417.80| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0084 801-97643 72.000 m | 20.90000 1504.80| 25.36000 1825.92| 28.50000 2052.00 TEMPORARY BUZZ STRIPS | | | 0085 601-97080 4.000 EACH| 1836.23000 7344.92| 1614.64000 6458.56| 1650.00000 6600.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | SECTION TOTALS | $ 1,141,915.73| $ 1,191,441.91| $ 1,206,843.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,141,915.73| $ 1,191,441.91| $ 1,206,843.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 | | |HENDERSON, H.E., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 557.31000 6687.72| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 42983.40000 42983.40| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 56340.00000 56340.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 65.000 m | 5.85000 380.25| | GUARDRAIL, REMOVE | | | 0005 202-02286 1.000 EACH| 78215.00000 78215.00| | PRESENT STRUCTURE, REMOVE | | | 0006 202-03000 LUMP| 527.20000 527.20| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 6SA | | | 0007 202-60820 715.000 m2 | 5.27000 3768.05| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 601.000 m3 | 8.83000 5306.83| | EXCAVATION, COMMON | | | 0009 203-02070 1738.000 m3 | 13.93000 24210.34| | BORROW | | | 0010 203-51223 2641.000 m3 | 13.77000 36366.57| | EXCAVATION, WATERWAY | | | 0011 205-02224 1194.000 m | 5.20000 6208.80| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 206-51215 28.500 m3 | 257.24000 7331.34| | EXCAVATION, X | | | 0013 206-51220 229.100 m3 | 18.06000 4137.55| | EXCAVATION, WET | | | 0014 213-52830 24.300 m3 | 84.64000 2056.75| | FLOWABLE MORTAR | | | 0015 303-52308 1150.000 Mg | 17.38000 19987.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 303-52309 1350.000 Mg | 20.49000 27661.50| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 402-05468 190.000 Mg | 51.24000 9735.60| | HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1100.000 Mg | 41.51000 45661.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 307.000 Mg | 55.77000 17121.39| | HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 | | |HENDERSON, H.E., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05481 210.000 Mg | 53.17000 11165.70| | HMA BASE 25.0 mm, SHOULDER | | | 0021 405-05518 2800.000 m2 | 0.74000 2072.00| | ASPHALT FOR PRIME COAT | | | 0022 406-05521 3300.000 m2 | 0.43000 1419.00| | ASPHALT FOR TACK COAT | | | 0023 407-04348 1100.000 m2 | 3.48000 3828.00| | SEAL COAT, 2 | | | 0024 501-05090 252.800 m2 | 54.07000 13668.90| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0025 601-01522 4.000 EACH| 1176.00000 4704.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01700 1.000 EACH| 1575.00000 1575.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-94689 4.000 EACH| 3323.25000 13293.00| | GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 126.960 m | 32.13000 4079.22| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 601-99365 61.000 m | 41.11000 2507.71| | GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0031 602-06729 4.000 EACH| 20.00000 80.00| | BARRIER DELINEATOR | | | 0032 610-05527 15.000 Mg | 102.40000 1536.00| | HMA FOR APPROACHES | | | 0033 611-06497 1.000 EACH| 178.50000 178.50| | MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 13.000 EACH| 108.15000 1405.95| | RIGHT OF WAY MARKER | | | 0035 616-02320 1250.000 m2 | 2.10000 2625.00| | GEOTEXTILES | | | 0036 616-06405 918.000 Mg | 22.30000 20471.40| | RIPRAP, REVETMENT | | | 0037 621-01004 3.000 EACH| 525.00000 1575.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01371 35.000 kg | 8.56000 299.60| | SEED MIXTURE, LEGUME, 2 | | | 0039 621-01882 60.000 kg | 15.75000 945.00| | SEED MIXTURE, T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 | | |HENDERSON, H.E., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06545 1.500 Mg | 637.35000 956.03| | FERTILIZER | | | 0041 621-06548 2.500 kg | 57.75000 144.38| | SEED MIXTURE, CV | | | 0042 621-06553 210.000 kg | 8.56000 1797.60| | SEED MIXTURE, R | | | 0043 621-06565 9.000 Mg | 490.35000 4413.15| | MULCHING MATERIAL | | | 0044 621-06567 90.000 kL | 1.05000 94.50| | WATER | | | 0045 621-06575 850.000 m2 | 4.94000 4199.00| | SODDING, NURSERY | | | 0046 622-52436 4.000 EACH| 21.00000 84.00| | SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 100.000 EACH| 10.50000 1050.00| | SEEDLING | | | 0048 622-98200 4.000 EACH| 21.00000 84.00| | SIGN, DO NOT DISTURB | | | 0049 701-51195 67.200 m | 179.38000 12054.34| | PILE, STEEL H, HP 310 X 79 | | | 0050 701-91792 12.000 EACH| 74.98000 899.76| | PILE TIP, STEEL H | | | 0051 702-51005 81.400 m3 | 597.55000 48640.57| | CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 22.400 m3 | 548.93000 12296.03| | CONCRETE, B, FOOTINGS | | | 0053 703-51030 10414.000 kg | 2.38000 24785.32| | REINFORCING STEEL | | | 0054 703-51032 25246.000 kg | 1.45000 36606.70| | REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 206.100 m3 | 470.73000 97017.45| | CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH| 1033.94000 4135.76| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 27.200 m3 | 723.63000 19682.74| | CONCRETE, C, RAILING | | | 0058 707-05979 405.700 m2 | 279.01000 113194.36| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0059 709-51821 LUMP| 4494.00000 4494.00| | SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 | | |HENDERSON, H.E., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 713-51335 LUMP| 243781.00000 243781.00| | TEMPORARY BRIDGE AND APPROACHES | | | 0061 715-05048 4.600 m | 24.67000 113.48| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0062 715-05203 4.900 m | 23.25000 113.93| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0063 715-05438 3.000 m | 41.69000 125.07| | PIPE, DRAIN TILE TERMINAL SECTION, 100 | | | mm | | | 0064 715-05439 3.000 m | 41.69000 125.07| | PIPE, DRAIN TILE TERMINAL SECTION, 150 | | | mm | | | 0066 801-04308 2.000 EACH| 399.00000 798.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06049 828.000 m | 1.37000 1134.36| | TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0068 801-06605 9.000 EACH| 126.00000 1134.00| | BARRICADE, IIIA | | | 0069 801-06640 17.000 EACH| 115.50000 1963.50| | CONSTRUCTION SIGN, A | | | 0070 801-06643 1800.000 m | 3.26000 5868.00| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0071 801-06644 136.000 m | 3.26000 443.36| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0072 801-06645 10.000 EACH| 36.75000 367.50| | CONSTRUCTION SIGN, B | | | 0073 801-06647 692.000 m | 1.37000 948.04| | TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0074 801-06775 LUMP| 45599.40000 45599.40| | MAINTAINING TRAFFIC | | | 0075 808-01226 32.000 EACH| 31.50000 1008.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0076 808-06712 433.000 m | 0.97000 420.01| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0077 808-06713 866.000 m | 0.97000 840.02| | LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 321 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,131,448.14 ROUTE : SR 46 CALL ORDER : 321 CONTRACT ID : B -24333-A COUNTIES : MONROE LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 | | |HENDERSON, H.E., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 808-06714 320.000 m | 0.97000 310.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0079 808-75994 32.000 EACH| 10.50000 336.00| | PRISMATIC REFLECTOR | | | 0080 808-75996 32.000 EACH| 20.00000 640.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-06716 300.000 m | 1.73000 519.00| | LINE, REMOVE | | | 0083 201-52370 LUMP| 29026.00000 29026.00| | CLEARING RIGHT OF WAY | | | 0084 801-97643 72.000 m | 15.49000 1115.28| | TEMPORARY BUZZ STRIPS | | | 0085 601-97080 4.000 EACH| 2068.50000 8274.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | SECTION TOTALS | $ 1,213,748.38| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,213,748.38| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,892,093.93 ROUTE : NHS US 41 CALL ORDER : 331 CONTRACT ID : B -24364-A COUNTIES : GIBSON KNOX LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/13/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0173024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 59-3285921 S & D INDUSTRIAL PAINTING IRREGULAR BID $ 1,309,000.00 100.0000% 2 36-2726271 DAGLAS, A.G. PAINTING CO AWARD $ 1,840,000.00 140.5653% 3 34-1178150 CORCON, INC. $ 1,881,750.00 143.7547% 4 34-1564476 NORTH STAR PAINTING CO $ 2,322,000.00 177.3873% ==================================================================================================================================== |(1) 59-3285921 |(2) 36-2726271 |(3) 34-1178150 |S & D INDUSTRIAL PAINTING |DAGLAS, A.G. PAINTING CO |CORCON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06790 12.000 MOS | 1000.00000 12000.00| 2500.00000 30000.00| 2500.00000 30000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 30000.00000 30000.00| 100000.00000 100000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 278000.00000 278000.00| 400000.00000 400000.00| 480000.00000 480000.00 PAINT STEEL BRIDGE | | | 0004 619-61000 LUMP| 950000.00000 950000.00| 1100000.00000 1100000.00| 800000.00000 800000.00 CLEAN STEEL BRIDGE | | | 0005 619-93423 LUMP| 10000.00000 10000.00| 170000.00000 170000.00| 320000.00000 320000.00 POLLUTION CONTROL | | | 0006 709-51821 LUMP| 19000.00000 19000.00| 20000.00000 20000.00| 141750.00000 141750.00 SURFACE SEAL | | | 0007 801-06775 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 1,309,000.00| $ 1,840,000.00| $ 1,881,750.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,309,000.00| $ 1,840,000.00| $ 1,881,750.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,892,093.93 ROUTE : NHS US 41 CALL ORDER : 331 CONTRACT ID : B -24364-A COUNTIES : GIBSON KNOX LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-1564476 | | |NORTH STAR PAINTING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06790 12.000 MOS | 1000.00000 12000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 40000.00000 40000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 1000000.00000 1000000.00| | PAINT STEEL BRIDGE | | | 0004 619-61000 LUMP| 1000000.00000 1000000.00| | CLEAN STEEL BRIDGE | | | 0005 619-93423 LUMP| 200000.00000 200000.00| | POLLUTION CONTROL | | | 0006 709-51821 LUMP| 20000.00000 20000.00| | SURFACE SEAL | | | 0007 801-06775 LUMP| 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 2,322,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,322,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,424,892.20 ROUTE : PENDLETON AVENUE CALL ORDER : 351 CONTRACT ID : B -24574-A COUNTIES : MADISON LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/31/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 7348002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 1,282,473.37 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 1,366,345.23 106.5398% 3 35-1447641 STRUCTURE CONTRACTORS $ 1,376,297.62 107.3158% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 750.00000 6750.00| 1400.00000 12600.00| 1500.00000 13500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 18360.00000 18360.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 65000.00000 65000.00| 68300.00000 68300.00| 68000.00000 68000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 53527.86000 53527.86| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2045.000 m2 | 7.50000 15337.50| 10.37000 21206.65| 11.00000 22495.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 50000.00000 50000.00| 68947.00000 68947.00| 65000.00000 65000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 66.000 m2 | 10.00000 660.00| 7.39000 487.74| 20.00000 1320.00 SURFACE MILLING, ASPHALT | | | 0008 202-60822 462.000 m2 | 8.00000 3696.00| 7.39000 3414.18| 10.00000 4620.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 203-02000 805.000 m3 | 15.00000 12075.00| 66.96000 53902.80| 13.00000 10465.00 EXCAVATION, COMMON | | | 0010 203-02070 859.000 m3 | 14.00000 12026.00| 17.26000 14826.34| 22.00000 18898.00 BORROW | | | 0011 205-02224 380.000 m | 7.30000 2774.00| 6.10000 2318.00| 6.00000 2280.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 309.000 m | 6.80000 2101.20| 8.50000 2626.50| 8.00000 2472.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02236 4.000 EACH| 85.00000 340.00| 68.00000 272.00| 75.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,424,892.20 ROUTE : PENDLETON AVENUE CALL ORDER : 351 CONTRACT ID : B -24574-A COUNTIES : MADISON LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02237 9.000 EACH| 80.00000 720.00| 34.00000 306.00| 30.00000 270.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 206-51215 73.000 m3 | 325.00000 23725.00| 118.75000 8668.75| 250.00000 18250.00 EXCAVATION, X | | | 0016 206-51220 197.000 m3 | 45.00000 8865.00| 118.75000 23393.75| 20.00000 3940.00 EXCAVATION, WET | | | 0017 211-02060 477.000 m3 | 25.00000 11925.00| 27.91000 13313.07| 35.00000 16695.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 29.000 m3 | 150.00000 4350.00| 110.00000 3190.00| 112.00000 3248.00 FLOWABLE MORTAR | | | 0019 303-04075 13.000 Mg | 30.00000 390.00| 30.81000 400.53| 100.00000 1300.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0020 303-52308 1107.000 Mg | 17.50000 19372.50| 19.41000 21486.87| 22.00000 24354.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 402-05468 681.000 Mg | 37.50000 25537.50| 37.29000 25394.49| 55.00000 37455.00 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 414.000 Mg | 43.20000 17884.80| 42.94000 17777.16| 55.00000 22770.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 198.000 Mg | 51.50000 10197.00| 70.06000 13871.88| 65.00000 12870.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 11.000 Mg | 105.00000 1155.00| 123.17000 1354.87| 55.00000 605.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 404-05511 27.000 m2 | 42.00000 1134.00| 46.33000 1250.91| 5.00000 135.00 SEAL COAT, 2 | | | 0026 405-05518 2522.000 m2 | 0.45000 1134.90| 1.13000 2849.86| 1.00000 2522.00 ASPHALT FOR PRIME COAT | | | 0027 406-05521 5142.000 m2 | 0.35000 1799.70| 0.11000 565.62| 0.50000 2571.00 ASPHALT FOR TACK COAT | | | 0028 501-05090 222.000 m2 | 65.00000 14430.00| 50.22000 11148.84| 70.00000 15540.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0029 601-01128 2.000 EACH| 825.00000 1650.00| 900.00000 1800.00| 1000.00000 2000.00 GUARDRAIL TRANSITION TYPE WGB | | | 0030 601-01522 2.000 EACH| 1100.00000 2200.00| 1162.00000 2324.00| 1200.00000 2400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01625 1.000 EACH| 1250.00000 1250.00| 1277.00000 1277.00| 1800.00000 1800.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0032 601-06037 3.000 EACH| 585.00000 1755.00| 635.00000 1905.00| 600.00000 1800.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 351 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,424,892.20 ROUTE : PENDLETON AVENUE CALL ORDER : 351 CONTRACT ID : B -24574-A COUNTIES : MADISON LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99105 34.290 m | 45.00000 1543.05| 50.00000 1714.50| 35.00000 1200.15 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 604-06069 72.000 m2 | 44.00000 3168.00| 43.23000 3112.56| 50.00000 3600.00 CURB RAMP, CONCRETE | | | 0035 604-91531 917.000 m2 | 29.00000 26593.00| 26.73000 24511.41| 25.00000 22925.00 SIDEWALK, CONCRETE, 100 mm | | | 0036 605-52807 521.000 m | 37.00000 19277.00| 61.48000 32031.08| 45.00000 23445.00 CURB AND GUTTER, COMBINED | | | 0037 607-06335 89.000 m | 64.00000 5696.00| 94.50000 8410.50| 40.00000 3560.00 PAVED SIDE DITCH, A | | | 0038 610-05527 80.000 Mg | 90.00000 7200.00| 103.96000 8316.80| 55.00000 4400.00 HMA FOR APPROACHES | | | 0039 611-05330 218.000 m2 | 53.00000 11554.00| 38.41000 8373.38| 40.00000 8720.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 611-06497 3.000 EACH| 100.00000 300.00| 125.00000 375.00| 200.00000 600.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 615-99189 1.000 EACH| 1300.00000 1300.00| 500.00000 500.00| 1000.00000 1000.00 PLAQUE, ALUMINUM | | | 0042 616-02320 673.000 m2 | 3.90000 2624.70| 2.40000 1615.20| 3.00000 2019.00 GEOTEXTILES | | | 0043 616-06450 732.000 m2 | 38.00000 27816.00| 72.00000 52704.00| 60.00000 43920.00 RIPRAP, PRECAST CONCRETE | | | 0044 621-06567 70.000 kL | 1.10000 77.00| 1.15000 80.50| 1.00000 70.00 WATER | | | 0045 621-06575 3850.000 m2 | 3.00000 11550.00| 3.28000 12628.00| 3.00000 11550.00 SODDING, NURSERY | | | 0046 622-05626 7.000 EACH| 325.00000 2275.00| 340.00000 2380.00| 300.00000 2100.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0047 622-05649 9.000 EACH| 325.00000 2925.00| 340.00000 3060.00| 300.00000 2700.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0048 622-05650 3.000 EACH| 365.00000 1095.00| 384.00000 1152.00| 340.00000 1020.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0049 701-51195 70.000 m | 220.00000 15400.00| 142.49000 9974.30| 200.00000 14000.00 PILE, STEEL H, HP 310 X 79 | | | 0050 701-91792 14.000 EACH| 110.00000 1540.00| 95.49000 1336.86| 75.00000 1050.00 PILE TIP, STEEL H | | | 0051 702-51005 82.300 m3 | 480.00000 39504.00| 450.12000 37044.88| 450.00000 37035.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 351 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,424,892.20 ROUTE : PENDLETON AVENUE CALL ORDER : 351 CONTRACT ID : B -24574-A COUNTIES : MADISON LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 702-51015 57.000 m3 | 280.00000 15960.00| 270.91000 15441.87| 300.00000 17100.00 CONCRETE, B, FOOTINGS | | | 0053 702-51100 64.000 kg | 6.00000 384.00| 4.50000 288.00| 8.00000 512.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0054 702-51110 174.200 kg | 4.10000 714.22| 4.84000 843.13| 15.00000 2613.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0055 703-51030 11433.000 kg | 1.20000 13719.60| 1.12000 12804.96| 1.50000 17149.50 REINFORCING STEEL | | | 0056 703-51032 44189.000 kg | 1.40000 61864.60| 1.32000 58329.48| 1.50000 66283.50 REINFORCING STEEL, EPOXY COATED | | | 0057 704-51002 206.400 m3 | 420.00000 86688.00| 497.87000 102760.37| 500.00000 103200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-03278 4.000 EACH| 1700.00000 6800.00| 1400.00000 5600.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | 0059 706-92612 89.600 m | 225.00000 20160.00| 218.60000 19586.56| 350.00000 31360.00 RAILING, CONCRETE, C, MODIFIED | | | 0060 709-51821 LUMP| 8600.00000 8600.00| 6580.00000 6580.00| 4000.00000 4000.00 SURFACE SEAL | | | 0061 711-51038 LUMP| 220000.00000 220000.00| 173200.00000 173200.00| 200000.00000 200000.00 STRUCTURAL STEEL | | | 0062 714-02802 171.200 m2 | 195.00000 33384.00| 172.83000 29588.50| 160.00000 27392.00 RETAINING WALL, PRECAST CONCRETE UNITS | | | 0063 715-01907 6.000 EACH| 575.00000 3450.00| 1642.23000 9853.38| 1635.00000 9810.00 WATER SERVICE CONNECTION, RELOCATE | | | 0064 715-01963 1.000 EACH| 2950.00000 2950.00| 2990.44000 2990.44| 2682.00000 2682.00 TAPPING SLEEVE, 300 mm | | | 0065 715-02906 60.000 m | 140.00000 8400.00| 95.84000 5750.40| 90.00000 5400.00 WATER LINE, 100 mm | | | 0066 715-02908 140.000 m | 160.00000 22400.00| 126.65000 17731.00| 118.16000 16542.40 WATER LINE, 250 mm | | | 0067 715-02919 1.000 EACH| 205.00000 205.00| 522.82000 522.82| 452.00000 452.00 GATE VALVE, 50 mm | | | 0068 715-05408 20.000 m | 165.00000 3300.00| 139.79000 2795.80| 154.10000 3082.00 PIPE, SANITARY SEWER, 200 mm | | | 0069 715-05575 289.900 m | 125.00000 36237.50| 78.00000 22612.20| 115.10000 33367.49 PIPE, 375 mm | | | 0070 715-05711 149.000 m | 130.00000 19370.00| 118.16000 17605.84| 95.00000 14155.00 PIPE, SANITARY SEWER, 150 mm | | | 0071 715-46005 3.000 EACH| 270.00000 810.00| 270.61000 811.83| 680.00000 2040.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 351 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,424,892.20 ROUTE : PENDLETON AVENUE CALL ORDER : 351 CONTRACT ID : B -24574-A COUNTIES : MADISON LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 715-90052 LUMP| 83000.00000 83000.00| 48797.18000 48797.18| 97010.00000 97010.00 LIFT STATION | | | 0073 715-90052 LUMP| 5000.00000 5000.00| 5006.81000 5006.81| 8490.00000 8490.00 LIFT STATION , REMOVE | | | 0074 720-44000 2.000 EACH| 225.00000 450.00| 349.47000 698.94| 357.00000 714.00 CASTING, ADJUST TO GRADE | | | 0075 720-45005 1.000 EACH| 950.00000 950.00| 920.75000 920.75| 1765.00000 1765.00 INLET, A2 | | | 0076 720-45030 2.000 EACH| 925.00000 1850.00| 756.46000 1512.92| 1600.00000 3200.00 INLET, E7 | | | 0077 720-45045 6.000 EACH| 1150.00000 6900.00| 1204.68000 7228.08| 2047.00000 12282.00 INLET, J10 | | | 0078 720-45055 1.000 EACH| 1150.00000 1150.00| 1161.54000 1161.54| 1950.00000 1950.00 INLET, M10 | | | 0079 720-45270 1.000 EACH| 450.00000 450.00| 855.56000 855.56| 1330.00000 1330.00 PIPE CATCH BASIN, 450 mm | | | 0080 720-45410 4.000 EACH| 1575.00000 6300.00| 1478.07000 5912.28| 1565.00000 6260.00 MANHOLE, C4 | | | 0081 726-92406 8.000 EACH| 850.00000 6800.00| 572.00000 4576.00| 459.00000 3672.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0082 728-98377 LUMP| 5000.00000 5000.00| 3330.00000 3330.00| 4500.00000 4500.00 MASONRY COATING | | | 0083 732-04836 2.000 EACH| 345.00000 690.00| 634.32000 1268.64| 538.00000 1076.00 GATE VALVE , 100 mm | | | 0084 732-04836 1.000 EACH| 905.00000 905.00| 1178.13000 1178.13| 1310.00000 1310.00 GATE VALVE , 250 mm | | | 0085 732-04964 2.000 m | 590.00000 1180.00| 568.13000 1136.26| 550.00000 1100.00 WATER MAIN , 300 mm | | | 0086 732-04965 4.000 m | 165.00000 660.00| 266.18000 1064.72| 400.00000 1600.00 WATER SERVICE LINE , 50 mm | | | 0087 732-04987 1.000 EACH| 580.00000 580.00| 1124.25000 1124.25| 1087.00000 1087.00 CONNECTION , GRINDER SERVICE TO FORCE | | | MAIN | | | 0088 732-04987 1.000 EACH| 565.00000 565.00| 1033.61000 1033.61| 727.00000 727.00 CONNECTION , NEW FORCE MAIN TO EXISTING | | | FORCE MAIN | | | 0089 732-91742 2.000 EACH| 780.00000 1560.00| 1350.84000 2701.68| 1391.00000 2782.00 FIRE HYDRANT , RELOCATE | | | 0090 801-04308 5.000 EACH| 420.00000 2100.00| 450.00000 2250.00| 400.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0091 801-06605 6.000 EACH| 95.00000 570.00| 85.00000 510.00| 75.00000 450.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 351 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,424,892.20 ROUTE : PENDLETON AVENUE CALL ORDER : 351 CONTRACT ID : B -24574-A COUNTIES : MADISON LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 801-06606 8.000 EACH| 140.00000 1120.00| 130.00000 1040.00| 115.00000 920.00 BARRICADE, IIIB | | | 0093 801-06625 8.000 EACH| 65.00000 520.00| 56.00000 448.00| 50.00000 400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0094 801-06640 17.000 EACH| 95.00000 1615.00| 78.00000 1326.00| 70.00000 1190.00 CONSTRUCTION SIGN, A | | | 0095 801-06775 LUMP| 8000.00000 8000.00| 32638.60000 32638.60| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0096 802-76025 3.649 m2 | 220.00000 802.78| 186.45000 680.36| 20.00000 72.98 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0097 802-76055 28.000 m | 27.00000 756.00| 15.25000 427.00| 16.25000 455.00 SIGN POST, A | | | 0098 805-06592 60.000 m | 37.50000 2250.00| 40.68000 2440.80| 36.00000 2160.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0099 805-86843 1080.000 m | 3.20000 3456.00| 3.39000 3661.20| 3.00000 3240.00 WIRE, NO. 4 COPPER, 1C | | | 0100 807-03950 12.000 EACH| 570.00000 6840.00| 612.46000 7349.52| 542.00000 6504.00 LUMINAIRE, ORNAMENTAL | | | 0101 807-03951 12.000 EACH| 680.00000 8160.00| 742.41000 8908.92| 657.00000 7884.00 LIGHT POLE, ORNAMENTAL | | | 0102 807-03970 10.000 EACH| 1.00000 10.00| 1.00000 10.00| 1.00000 10.00 LIGHT POLE BASE | | | 0103 807-04653 13.000 EACH| 590.00000 7670.00| 644.10000 8373.30| 570.00000 7410.00 LIGHTING FOUNDATION | | | 0104 807-78590 2.000 EACH| 695.00000 1390.00| 757.10000 1514.20| 670.00000 1340.00 HANDHOLE | | | 0105 807-84388 3.000 EACH| 1500.00000 4500.00| 1579.74000 4739.22| 1400.00000 4200.00 LIGHT POLE, 7.9 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0106 807-86620 3.000 EACH| 290.00000 870.00| 301.71000 905.13| 267.00000 801.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0107 808-06713 67.000 m | 0.90000 60.30| 0.93000 62.31| 1.00000 67.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0108 808-06714 872.000 m | 0.90000 784.80| 0.93000 810.96| 1.00000 872.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0109 808-75297 9.000 m | 14.00000 126.00| 15.00000 135.00| 13.00000 117.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0110 808-75300 60.800 m | 3.40000 206.72| 3.67000 223.14| 3.25000 197.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 351 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,424,892.20 ROUTE : PENDLETON AVENUE CALL ORDER : 351 CONTRACT ID : B -24574-A COUNTIES : MADISON LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 808-75998 28.000 EACH| 52.00000 1456.00| 55.00000 1540.00| 49.00000 1372.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0112 601-01846 1.000 EACH| 1550.00000 1550.00| 1640.00000 1640.00| 1550.00000 1550.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0113 807-03971 300.000 m | 22.00000 6600.00| 23.73000 7119.00| 21.00000 6300.00 CONDUIT, PVC, 63 mm, SCHEDULE 40, FOR | | | ELECTRIC | | | SECTION TOTALS | $ 1,282,473.37| $ 1,366,345.23| $ 1,376,297.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,282,473.37| $ 1,366,345.23| $ 1,376,297.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,647.08 ROUTE : CR 425E CALL ORDER : 361 CONTRACT ID : B -24575-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 135 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9954027 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 1,019,540.58 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 1,056,887.44 103.6631% 3 35-1523985 WIRTZ & YATES, INC. $ 1,083,690.72 106.2920% 4 35-1310611 ROBERTSON, DUNCAN, INC. $ 1,123,822.05 110.2282% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,222,146.92 119.8723% 6 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,233,056.75 120.9423% 7 35-1447641 STRUCTURE CONTRACTORS $ 1,234,585.73 121.0923% ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1212938 |(3) 35-1523985 |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1000.00000 12000.00| 750.00000 9000.00| 1700.00000 20400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 60000.00000 60000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 27000.00000 27000.00| 35000.00000 35000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 35000.00000 35000.00| 80000.00000 80000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 128.000 m2 | 15.00000 1920.00| 21.00000 2688.00| 20.00000 2560.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 32875.400 m3 | 5.50000 180814.70| 1.00000 32875.40| 6.53000 214676.37 EXCAVATION, COMMON | | | 0008 203-02070 11350.000 m3 | 8.50000 96475.00| 1.00000 11350.00| 7.84000 88984.00 BORROW | | | 0009 203-94803 338.000 m3 | 5.50000 1859.00| 7.50000 2535.00| 5.23000 1767.74 EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0010 205-02224 395.000 m | 6.50000 2567.50| 6.50000 2567.50| 6.00000 2370.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 30.000 m | 15.00000 450.00| 9.50000 285.00| 14.60000 438.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,647.08 ROUTE : CR 425E CALL ORDER : 361 CONTRACT ID : B -24575-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1212938 |(3) 35-1523985 |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02231 120.000 m | 15.00000 1800.00| 45.00000 5400.00| 58.00000 6960.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02234 1.000 EACH| 105.00000 105.00| 110.00000 110.00| 120.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 206-51215 64.100 m3 | 150.00000 9615.00| 200.00000 12820.00| 131.04000 8399.67 EXCAVATION, X | | | 0015 206-51230 70.200 m3 | 50.00000 3510.00| 125.00000 8775.00| 52.42000 3679.89 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 211-02060 1.000 m3 | 50.00000 50.00| 120.00000 120.00| 50.00000 50.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 42.000 m3 | 30.00000 1260.00| 62.00000 2604.00| 33.00000 1386.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 786.300 Mg | 16.00000 12580.80| 15.00000 11794.50| 21.00000 16512.30 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 303-52309 259.000 Mg | 20.00000 5180.00| 16.00000 4144.00| 21.00000 5439.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0020 303-91173 89.400 Mg | 20.00000 1788.00| 21.00000 1877.40| 21.00000 1877.40 COMPACTED AGGREGATE FOR APPROACHES, 0, | | | 53 | | | 0021 402-05474 307.570 Mg | 42.50000 13071.73| 48.00000 14763.36| 44.28000 13619.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 139.810 Mg | 45.00000 6291.45| 58.00000 8108.98| 47.00000 6571.07 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 405-05517 3.000 Mg | 400.00000 1200.00| 490.00000 1470.00| 380.00000 1140.00 ASPHALT FOR PRIME COAT | | | 0024 406-05520 1.020 Mg | 400.00000 408.00| 500.00000 510.00| 380.00000 387.60 ASPHALT FOR TACK COAT | | | 0025 501-05090 98.000 m2 | 60.00000 5880.00| 55.00000 5390.00| 52.53000 5147.94 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0026 601-01621 3.000 EACH| 2035.00000 6105.00| 2000.00000 6000.00| 2127.50000 6382.50 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | 0027 601-04162 4.000 EACH| 275.00000 1100.00| 270.00000 1080.00| 287.50000 1150.00 GUARDRAIL, W THRIE BEAM TRANSITION | | | SECTION | | | 0028 601-06037 3.000 EACH| 605.00000 1815.00| 580.00000 1740.00| 700.00000 2100.00 GUARDRAIL END TREATMENT, I | | | 0029 601-99105 280.200 m | 38.50000 10787.70| 37.50000 10507.50| 40.25000 11278.05 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,647.08 ROUTE : CR 425E CALL ORDER : 361 CONTRACT ID : B -24575-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1212938 |(3) 35-1523985 |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 605-06140 45.000 m | 50.00000 2250.00| 43.00000 1935.00| 39.20000 1764.00 CURB AND GUTTER, CONCRETE | | | 0031 610-05527 43.200 Mg | 59.50000 2570.40| 125.00000 5400.00| 62.16000 2685.32 HMA FOR APPROACHES | | | 0032 615-06490 14.000 EACH| 110.00000 1540.00| 125.00000 1750.00| 160.00000 2240.00 RIGHT OF WAY MARKER | | | 0033 615-92498 1.000 EACH| 75.00000 75.00| 750.00000 750.00| 400.00000 400.00 BENCH MARK TABLET, BRONZE | | | 0034 615-97797 1.000 EACH| 600.00000 600.00| 1700.00000 1700.00| 700.00000 700.00 PLAQUE, BRONZE | | | 0035 616-02320 1234.700 m2 | 3.00000 3704.10| 4.00000 4938.80| 3.58000 4420.23 GEOTEXTILES | | | 0036 616-06405 710.000 Mg | 20.00000 14200.00| 23.00000 16330.00| 28.00000 19880.00 RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH| 770.00000 770.00| 550.00000 550.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01743 40.000 kg | 13.75000 550.00| 7.20000 288.00| 20.00000 800.00 SEED MIXTURE, GRASS, 2 | | | 0039 621-06545 1.000 Mg | 668.00000 668.00| 430.00000 430.00| 700.00000 700.00 FERTILIZER | | | 0040 621-06548 4.000 kg | 60.00000 240.00| 32.00000 128.00| 70.00000 280.00 SEED MIXTURE, CV | | | 0041 621-06553 154.000 kg | 9.00000 1386.00| 7.00000 1078.00| 10.00000 1540.00 SEED MIXTURE, R | | | 0042 621-06565 5.100 Mg | 514.00000 2621.40| 440.00000 2244.00| 600.00000 3060.00 MULCHING MATERIAL | | | 0043 621-06567 10.000 kL | 1.10000 11.00| 32.00000 320.00| 2.00000 20.00 WATER | | | 0044 621-06574 460.000 m2 | 7.20000 3312.00| 4.00000 1840.00| 7.50000 3450.00 SODDING | | | 0045 622-52436 4.000 EACH| 27.50000 110.00| 22.00000 88.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 200.000 EACH| 11.50000 2300.00| 9.50000 1900.00| 14.00000 2800.00 SEEDLING | | | 0047 701-51195 89.000 m | 115.00000 10235.00| 190.00000 16910.00| 85.00000 7565.00 PILE, STEEL H, HP 310 X 79 | | | 0048 701-90976 8552.000 kg | 1.10000 9407.20| 1.30000 11117.60| 1.05000 8979.60 REINFORCING STEEL, GRADE 60 | | | 0049 701-91792 14.000 EACH| 90.00000 1260.00| 115.00000 1610.00| 100.00000 1400.00 PILE TIP, STEEL H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,647.08 ROUTE : CR 425E CALL ORDER : 361 CONTRACT ID : B -24575-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1212938 |(3) 35-1523985 |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 702-51005 37.200 m3 | 400.00000 14880.00| 450.00000 16740.00| 493.95000 18374.94 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51010 13.400 m3 | 400.00000 5360.00| 550.00000 7370.00| 653.73000 8759.99 CONCRETE, B, ABOVE FOOTINGS | | | 0052 702-51015 37.600 m3 | 350.00000 13160.00| 265.00000 9964.00| 390.95000 14699.72 CONCRETE, B, FOOTINGS | | | 0053 703-96177 35072.000 kg | 1.30000 45593.60| 1.45000 50854.40| 1.23000 43138.56 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0054 704-51002 298.100 m3 | 425.00000 126692.50| 400.00000 119240.00| 456.00000 135933.60 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-98353 221.000 m | 245.00000 54145.00| 225.00000 49725.00| 235.20000 51979.20 RAILING, CURB MOUNT, 2 TUBE | | | 0056 707-06404 445.800 m | 437.50000 195037.50| 815.00000 363327.00| 437.42000 195001.83 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 1830 mm X 1065 mm | | | 0057 709-51821 LUMP| 5800.00000 5800.00| 7500.00000 7500.00| 6000.00000 6000.00 SURFACE SEAL | | | 0058 715-05021 12.000 m | 60.00000 720.00| 115.00000 1380.00| 50.00000 600.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0059 715-05407 31.200 m | 30.00000 936.00| 25.00000 780.00| 30.00000 936.00 PIPE, END BENT DRAIN, 150 mm | | | 0060 715-46005 2.000 EACH| 250.00000 500.00| 175.00000 350.00| 300.00000 600.00 PIPE END SECTION, 375 mm | | | 0061 719-35000 3.000 m | 30.00000 90.00| 16.00000 48.00| 20.00000 60.00 PIPE, DRAINTILE, CLASS STANDARD, 150 mm | | | 0062 719-35005 3.000 m | 40.00000 120.00| 18.00000 54.00| 20.00000 60.00 PIPE, DRAINTILE, CLASS STANDARD, 200 mm | | | 0063 719-35010 3.000 m | 50.00000 150.00| 22.00000 66.00| 20.00000 60.00 PIPE, DRAINTILE, CLASS STANDARD, 250 mm | | | 0064 719-35011 3.000 m | 50.00000 150.00| 27.00000 81.00| 20.00000 60.00 PIPE, DRAINTILE, CLASS STANDARD, 300 mm | | | 0065 801-04308 4.000 EACH| 435.00000 1740.00| 450.00000 1800.00| 800.00000 3200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06605 6.000 EACH| 82.50000 495.00| 95.00000 570.00| 150.00000 900.00 BARRICADE, IIIA | | | 0067 801-06606 4.000 EACH| 110.00000 440.00| 125.00000 500.00| 200.00000 800.00 BARRICADE, IIIB | | | 0068 801-06625 10.000 EACH| 55.00000 550.00| 75.00000 750.00| 80.00000 800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 3.000 EACH| 215.00000 645.00| 220.00000 660.00| 250.00000 750.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,647.08 ROUTE : CR 425E CALL ORDER : 361 CONTRACT ID : B -24575-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1212938 |(3) 35-1523985 |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 801-06775 LUMP| 500.00000 500.00| 2000.00000 2000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0071 805-05058 1.000 EACH| 300.00000 300.00| 2150.00000 2150.00| 800.00000 800.00 PEDESTAL , CONCRETE, PLAQUE | | | 0072 808-06713 1050.000 m | 0.52000 546.00| 0.55000 577.50| 0.56000 588.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0073 808-06714 1050.000 m | 0.52000 546.00| 0.55000 577.50| 0.56000 588.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 1,019,540.58| $ 1,056,887.44| $ 1,083,690.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,019,540.58| $ 1,056,887.44| $ 1,083,690.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,647.08 ROUTE : CR 425E CALL ORDER : 361 CONTRACT ID : B -24575-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-0906416 |(6) 35-1386990 |ROBERTSON, DUNCAN, INC. |WEDDLE BROTHERS CONSTRUCTION|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1000.00000 12000.00| 1051.06000 12612.72| 1500.00000 18000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 8725.09000 8725.09| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 61119.97000 61119.97| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| 31251.00000 31251.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 50000.00000 50000.00| 78868.52000 78868.52| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 128.000 m2 | 3.00000 384.00| 17.42000 2229.76| 16.25000 2080.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 32875.400 m3 | 2.50000 82188.50| 4.35000 143007.99| 8.50000 279440.90 EXCAVATION, COMMON | | | 0008 203-02070 11350.000 m3 | 12.50000 141875.00| 7.49000 85011.50| 13.35000 151522.50 BORROW | | | 0009 203-94803 338.000 m3 | 5.00000 1690.00| 23.97000 8101.86| 6.50000 2197.00 EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0010 205-02224 395.000 m | 4.00000 1580.00| 7.35000 2903.25| 6.50000 2567.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 30.000 m | 5.00000 150.00| 13.68000 410.40| 12.00000 360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02231 120.000 m | 10.00000 1200.00| 65.62000 7874.40| 70.00000 8400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02234 1.000 EACH| 100.00000 100.00| 63.54000 63.54| 500.00000 500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 206-51215 64.100 m3 | 150.00000 9615.00| 327.38000 20985.06| 125.00000 8012.50 EXCAVATION, X | | | 0015 206-51230 70.200 m3 | 100.00000 7020.00| 49.87000 3500.87| 19.00000 1333.80 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 211-02060 1.000 m3 | 200.00000 200.00| 68.24000 68.24| 65.00000 65.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 42.000 m3 | 25.00000 1050.00| 47.68000 2002.56| 55.00000 2310.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 786.300 Mg | 15.00000 11794.50| 15.10000 11873.13| 17.00000 13367.10 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 361 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,647.08 ROUTE : CR 425E CALL ORDER : 361 CONTRACT ID : B -24575-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-0906416 |(6) 35-1386990 |ROBERTSON, DUNCAN, INC. |WEDDLE BROTHERS CONSTRUCTION|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-52309 259.000 Mg | 15.00000 3885.00| 19.52000 5055.68| 17.00000 4403.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0020 303-91173 89.400 Mg | 17.00000 1519.80| 32.50000 2905.50| 25.00000 2235.00 COMPACTED AGGREGATE FOR APPROACHES, 0, | | | 53 | | | 0021 402-05474 307.570 Mg | 42.36000 13028.66| 49.49000 15221.64| 46.00000 14148.22 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 139.810 Mg | 45.06000 6299.84| 74.64000 10435.42| 53.00000 7409.93 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 405-05517 3.000 Mg | 388.00000 1164.00| 344.80000 1034.40| 425.00000 1275.00 ASPHALT FOR PRIME COAT | | | 0024 406-05520 1.020 Mg | 388.00000 395.76| 343.15000 350.01| 425.00000 433.50 ASPHALT FOR TACK COAT | | | 0025 501-05090 98.000 m2 | 75.00000 7350.00| 90.59000 8877.82| 51.00000 4998.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0026 601-01621 3.000 EACH| 1633.50000 4900.50| 1927.15000 5781.45| 1900.00000 5700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | 0027 601-04162 4.000 EACH| 1105.50000 4422.00| 572.94000 2291.76| 1225.00000 4900.00 GUARDRAIL, W THRIE BEAM TRANSITION | | | SECTION | | | 0028 601-06037 3.000 EACH| 623.70000 1871.10| 593.77000 1781.31| 725.00000 2175.00 GUARDRAIL END TREATMENT, I | | | 0029 601-99105 280.200 m | 35.75000 10017.15| 36.45000 10213.29| 42.00000 11768.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 605-06140 45.000 m | 60.00000 2700.00| 70.15000 3156.75| 105.00000 4725.00 CURB AND GUTTER, CONCRETE | | | 0031 610-05527 43.200 Mg | 59.46000 2568.67| 86.12000 3720.38| 65.00000 2808.00 HMA FOR APPROACHES | | | 0032 615-06490 14.000 EACH| 105.60000 1478.40| 130.21000 1822.94| 120.00000 1680.00 RIGHT OF WAY MARKER | | | 0033 615-92498 1.000 EACH| 100.00000 100.00| 520.85000 520.85| 325.00000 325.00 BENCH MARK TABLET, BRONZE | | | 0034 615-97797 1.000 EACH| 750.00000 750.00| 486.55000 486.55| 1800.00000 1800.00 PLAQUE, BRONZE | | | 0035 616-02320 1234.700 m2 | 3.00000 3704.10| 2.12000 2617.56| 3.00000 3704.10 GEOTEXTILES | | | 0036 616-06405 710.000 Mg | 20.00000 14200.00| 24.28000 17238.80| 23.00000 16330.00 RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH| 770.00000 770.00| 729.19000 729.19| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 361 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,647.08 ROUTE : CR 425E CALL ORDER : 361 CONTRACT ID : B -24575-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-0906416 |(6) 35-1386990 |ROBERTSON, DUNCAN, INC. |WEDDLE BROTHERS CONSTRUCTION|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-01743 40.000 kg | 13.75000 550.00| 16.07000 642.80| 10.00000 400.00 SEED MIXTURE, GRASS, 2 | | | 0039 621-06545 1.000 Mg | 667.70000 667.70| 744.82000 744.82| 500.00000 500.00 FERTILIZER | | | 0040 621-06548 4.000 kg | 60.50000 242.00| 57.42000 229.68| 45.00000 180.00 SEED MIXTURE, CV | | | 0041 621-06553 154.000 kg | 9.00000 1386.00| 9.19000 1415.26| 9.25000 1424.50 SEED MIXTURE, R | | | 0042 621-06565 5.100 Mg | 513.70000 2619.87| 528.04000 2693.00| 500.00000 2550.00 MULCHING MATERIAL | | | 0043 621-06567 10.000 kL | 1.10000 11.00| 1.38000 13.80| 1.00000 10.00 WATER | | | 0044 621-06574 460.000 m2 | 7.20000 3312.00| 6.85000 3151.00| 5.50000 2530.00 SODDING | | | 0045 622-52436 4.000 EACH| 27.50000 110.00| 26.04000 104.16| 40.00000 160.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 200.000 EACH| 11.55000 2310.00| 11.46000 2292.00| 12.00000 2400.00 SEEDLING | | | 0047 701-51195 89.000 m | 125.00000 11125.00| 128.67000 11451.63| 85.00000 7565.00 PILE, STEEL H, HP 310 X 79 | | | 0048 701-90976 8552.000 kg | 1.20000 10262.40| 1.17000 10005.84| 1.15000 9834.80 REINFORCING STEEL, GRADE 60 | | | 0049 701-91792 14.000 EACH| 100.00000 1400.00| 91.46000 1280.44| 100.00000 1400.00 PILE TIP, STEEL H | | | 0050 702-51005 37.200 m3 | 500.00000 18600.00| 1195.82000 44484.50| 430.00000 15996.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51010 13.400 m3 | 500.00000 6700.00| 1143.77000 15326.52| 430.00000 5762.00 CONCRETE, B, ABOVE FOOTINGS | | | 0052 702-51015 37.600 m3 | 500.00000 18800.00| 725.81000 27290.46| 430.00000 16168.00 CONCRETE, B, FOOTINGS | | | 0053 703-96177 35072.000 kg | 1.40000 49100.80| 1.37000 48048.64| 1.25000 43840.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0054 704-51002 298.100 m3 | 500.00000 149050.00| 605.72000 180565.13| 450.00000 134145.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-98353 221.000 m | 250.80000 55426.80| 240.09000 53059.89| 299.00000 66079.00 RAILING, CURB MOUNT, 2 TUBE | | | 0056 707-06404 445.800 m | 650.00000 289770.00| 497.15000 221629.47| 465.00000 207297.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 1830 mm X 1065 mm | | | 0057 709-51821 LUMP| 7500.00000 7500.00| 5521.01000 5521.01| 2500.00000 2500.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 361 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,647.08 ROUTE : CR 425E CALL ORDER : 361 CONTRACT ID : B -24575-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-0906416 |(6) 35-1386990 |ROBERTSON, DUNCAN, INC. |WEDDLE BROTHERS CONSTRUCTION|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 715-05021 12.000 m | 75.00000 900.00| 102.53000 1230.36| 90.00000 1080.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0059 715-05407 31.200 m | 10.00000 312.00| 13.68000 426.82| 40.00000 1248.00 PIPE, END BENT DRAIN, 150 mm | | | 0060 715-46005 2.000 EACH| 200.00000 400.00| 312.51000 625.02| 375.00000 750.00 PIPE END SECTION, 375 mm | | | 0061 719-35000 3.000 m | 20.00000 60.00| 21.88000 65.64| 34.00000 102.00 PIPE, DRAINTILE, CLASS STANDARD, 150 mm | | | 0062 719-35005 3.000 m | 20.00000 60.00| 30.77000 92.31| 44.00000 132.00 PIPE, DRAINTILE, CLASS STANDARD, 200 mm | | | 0063 719-35010 3.000 m | 20.00000 60.00| 37.59000 112.77| 54.00000 162.00 PIPE, DRAINTILE, CLASS STANDARD, 250 mm | | | 0064 719-35011 3.000 m | 20.00000 60.00| 47.82000 143.46| 58.00000 174.00 PIPE, DRAINTILE, CLASS STANDARD, 300 mm | | | 0065 801-04308 4.000 EACH| 522.50000 2090.00| 416.68000 1666.72| 500.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06605 6.000 EACH| 137.50000 825.00| 83.34000 500.04| 135.00000 810.00 BARRICADE, IIIA | | | 0067 801-06606 4.000 EACH| 148.50000 594.00| 109.38000 437.52| 190.00000 760.00 BARRICADE, IIIB | | | 0068 801-06625 10.000 EACH| 137.50000 1375.00| 52.09000 520.90| 95.00000 950.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 3.000 EACH| 203.50000 610.50| 203.13000 609.39| 250.00000 750.00 CONSTRUCTION SIGN, A | | | 0070 801-06775 LUMP| 2500.00000 2500.00| 8749.02000 8749.02| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0071 805-05058 1.000 EACH| 750.00000 750.00| 1073.74000 1073.74| 800.00000 800.00 PEDESTAL , CONCRETE, PLAQUE | | | 0072 808-06713 1050.000 m | 1.10000 1155.00| 0.52000 546.00| 0.63000 661.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0073 808-06714 1050.000 m | 1.10000 1155.00| 0.52000 546.00| 0.63000 661.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 1,123,822.05| $ 1,222,146.92| $ 1,233,056.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,123,822.05| $ 1,222,146.92| $ 1,233,056.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 361 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,647.08 ROUTE : CR 425E CALL ORDER : 361 CONTRACT ID : B -24575-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1447641 | | |STRUCTURE CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1800.00000 21600.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 60000.00000 60000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 65000.00000 65000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 128.000 m2 | 20.00000 2560.00| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 32875.400 m3 | 4.65000 152870.61| | EXCAVATION, COMMON | | | 0008 203-02070 11350.000 m3 | 13.85000 157197.50| | BORROW | | | 0009 203-94803 338.000 m3 | 32.75000 11069.50| | EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0010 205-02224 395.000 m | 5.40000 2133.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 30.000 m | 13.00000 390.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02231 120.000 m | 53.00000 6360.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02234 1.000 EACH| 80.00000 80.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 206-51215 64.100 m3 | 200.00000 12820.00| | EXCAVATION, X | | | 0015 206-51230 70.200 m3 | 67.00000 4703.40| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 211-02060 1.000 m3 | 200.00000 200.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 42.000 m3 | 45.00000 1890.00| | AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 786.300 Mg | 22.00000 17298.60| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 361 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,647.08 ROUTE : CR 425E CALL ORDER : 361 CONTRACT ID : B -24575-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1447641 | | |STRUCTURE CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-52309 259.000 Mg | 23.00000 5957.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0020 303-91173 89.400 Mg | 45.00000 4023.00| | COMPACTED AGGREGATE FOR APPROACHES, 0, | | | 53 | | | 0021 402-05474 307.570 Mg | 40.00000 12302.80| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 139.810 Mg | 42.00000 5872.02| | HMA SURFACE 9.5 mm, MAINLINE | | | 0023 405-05517 3.000 Mg | 355.00000 1065.00| | ASPHALT FOR PRIME COAT | | | 0024 406-05520 1.020 Mg | 355.00000 362.10| | ASPHALT FOR TACK COAT | | | 0025 501-05090 98.000 m2 | 60.00000 5880.00| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0026 601-01621 3.000 EACH| 1500.00000 4500.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | 0027 601-04162 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL, W THRIE BEAM TRANSITION | | | SECTION | | | 0028 601-06037 3.000 EACH| 600.00000 1800.00| | GUARDRAIL END TREATMENT, I | | | 0029 601-99105 280.200 m | 32.00000 8966.40| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 605-06140 45.000 m | 60.00000 2700.00| | CURB AND GUTTER, CONCRETE | | | 0031 610-05527 43.200 Mg | 55.00000 2376.00| | HMA FOR APPROACHES | | | 0032 615-06490 14.000 EACH| 150.00000 2100.00| | RIGHT OF WAY MARKER | | | 0033 615-92498 1.000 EACH| 300.00000 300.00| | BENCH MARK TABLET, BRONZE | | | 0034 615-97797 1.000 EACH| 550.00000 550.00| | PLAQUE, BRONZE | | | 0035 616-02320 1234.700 m2 | 4.00000 4938.80| | GEOTEXTILES | | | 0036 616-06405 710.000 Mg | 30.00000 21300.00| | RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH| 700.00000 700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 361 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,647.08 ROUTE : CR 425E CALL ORDER : 361 CONTRACT ID : B -24575-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1447641 | | |STRUCTURE CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-01743 40.000 kg | 13.00000 520.00| | SEED MIXTURE, GRASS, 2 | | | 0039 621-06545 1.000 Mg | 607.00000 607.00| | FERTILIZER | | | 0040 621-06548 4.000 kg | 55.00000 220.00| | SEED MIXTURE, CV | | | 0041 621-06553 154.000 kg | 8.15000 1255.10| | SEED MIXTURE, R | | | 0042 621-06565 5.100 Mg | 500.00000 2550.00| | MULCHING MATERIAL | | | 0043 621-06567 10.000 kL | 1.00000 10.00| | WATER | | | 0044 621-06574 460.000 m2 | 7.00000 3220.00| | SODDING | | | 0045 622-52436 4.000 EACH| 25.00000 100.00| | SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 200.000 EACH| 12.00000 2400.00| | SEEDLING | | | 0047 701-51195 89.000 m | 190.00000 16910.00| | PILE, STEEL H, HP 310 X 79 | | | 0048 701-90976 8552.000 kg | 1.50000 12828.00| | REINFORCING STEEL, GRADE 60 | | | 0049 701-91792 14.000 EACH| 75.00000 1050.00| | PILE TIP, STEEL H | | | 0050 702-51005 37.200 m3 | 525.00000 19530.00| | CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51010 13.400 m3 | 600.00000 8040.00| | CONCRETE, B, ABOVE FOOTINGS | | | 0052 702-51015 37.600 m3 | 450.00000 16920.00| | CONCRETE, B, FOOTINGS | | | 0053 703-96177 35072.000 kg | 1.75000 61376.00| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0054 704-51002 298.100 m3 | 465.00000 138616.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-98353 221.000 m | 375.00000 82875.00| | RAILING, CURB MOUNT, 2 TUBE | | | 0056 707-06404 445.800 m | 450.00000 200610.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 1830 mm X 1065 mm | | | 0057 709-51821 LUMP| 5000.00000 5000.00| | SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 361 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,180,647.08 ROUTE : CR 425E CALL ORDER : 361 CONTRACT ID : B -24575-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1447641 | | |STRUCTURE CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 715-05021 12.000 m | 122.00000 1464.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0059 715-05407 31.200 m | 12.00000 374.40| | PIPE, END BENT DRAIN, 150 mm | | | 0060 715-46005 2.000 EACH| 500.00000 1000.00| | PIPE END SECTION, 375 mm | | | 0061 719-35000 3.000 m | 32.00000 96.00| | PIPE, DRAINTILE, CLASS STANDARD, 150 mm | | | 0062 719-35005 3.000 m | 35.00000 105.00| | PIPE, DRAINTILE, CLASS STANDARD, 200 mm | | | 0063 719-35010 3.000 m | 36.00000 108.00| | PIPE, DRAINTILE, CLASS STANDARD, 250 mm | | | 0064 719-35011 3.000 m | 45.00000 135.00| | PIPE, DRAINTILE, CLASS STANDARD, 300 mm | | | 0065 801-04308 4.000 EACH| 400.00000 1600.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06605 6.000 EACH| 75.00000 450.00| | BARRICADE, IIIA | | | 0067 801-06606 4.000 EACH| 100.00000 400.00| | BARRICADE, IIIB | | | 0068 801-06625 10.000 EACH| 50.00000 500.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 3.000 EACH| 200.00000 600.00| | CONSTRUCTION SIGN, A | | | 0070 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0071 805-05058 1.000 EACH| 400.00000 400.00| | PEDESTAL , CONCRETE, PLAQUE | | | 0072 808-06713 1050.000 m | 0.50000 525.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0073 808-06714 1050.000 m | 0.50000 525.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 1,234,585.73| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,234,585.73| | ====================================================================================================================================