INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,446.00 ROUTE : CR 59 (WALTS ROAD) CALL ORDER : 470 CONTRACT ID : B -24979-A COUNTIES : FLOYD LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9922007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2005079 FULKERSON CONTRACTING INC $ 344,836.81 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 355,524.41 103.0993% 3 35-2036607 VUCKSON, R.L. EXCAVATING, INC. $ 363,135.92 105.3065% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 373,658.37 108.3580% 5 61-1013120 T & C CONTRACTING, INC. $ 377,799.38 109.5588% 6 35-1549010 MCALISTER EXCAVATING CO $ 397,453.80 115.2585% 7 35-1134435 FOERTSCH CONSTRUCTION $ 413,926.51 120.0354% 8 35-1385672 FORCE CONSTRUCTION $ 424,091.63 122.9832% ==================================================================================================================================== |(1) 35-2005079 |(2) 35-1364963 |(3) 35-2036607 |FULKERSON CONTRACTING INC |ERBER & MILLIGAN CONSTR. CO.|VUCKSON, R.L. 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 9.000 MOS | 1200.00000 10800.00| 900.00000 8100.00| 1000.00000 9000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 9690.00000 9690.00| 12500.00000 12500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8000.00000 8000.00| 17250.00000 17250.00| 17290.00000 17290.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 4000.00000 4000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 4500.00000 4500.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 239.000 SYS | 5.00000 1195.00| 6.50000 1553.50| 6.00000 1434.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 1116.000 CYS | 5.00000 5580.00| 7.75000 8649.00| 10.00000 11160.00 EXCAVATION, COMMON | | | 0008 203-02045 311.000 CYS | 3.00000 933.00| 6.50000 2021.50| 5.00000 1555.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 203-02070 1511.000 CYS | 10.00000 15110.00| 9.00000 13599.00| 11.00000 16621.00 BORROW | | | 0010 203-51223 1399.000 CYS | 5.00000 6995.00| 8.75000 12241.25| 8.00000 11192.00 EXCAVATION, WATERWAY | | | 0011 205-02229 396.000 LFT | 3.35000 1326.60| 3.60000 1425.60| 4.00000 1584.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,446.00 ROUTE : CR 59 (WALTS ROAD) CALL ORDER : 470 CONTRACT ID : B -24979-A COUNTIES : FLOYD LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2005079 |(2) 35-1364963 |(3) 35-2036607 |FULKERSON CONTRACTING INC |ERBER & MILLIGAN CONSTR. CO.|VUCKSON, R.L. EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02234 4.000 EACH| 80.00000 320.00| 84.00000 336.00| 80.00000 320.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 206-51215 96.000 CYS | 100.00000 9600.00| 100.00000 9600.00| 100.00000 9600.00 EXCAVATION, X | | | 0014 211-02060 14.000 CYS | 28.00000 392.00| 24.00000 336.00| 35.00000 490.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 102.000 CYS | 75.00000 7650.00| 87.50000 8925.00| 62.00000 6324.00 FLOWABLE MORTAR | | | 0016 303-52308 1132.000 TON | 11.50000 13018.00| 12.00000 13584.00| 12.00000 13584.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05474 314.000 TON | 29.75000 9341.50| 31.25000 9812.50| 29.95000 9404.30 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 145.000 TON | 39.75000 5763.75| 41.25000 5981.25| 39.95000 5792.75 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 68.000 TON | 39.75000 2703.00| 41.25000 2805.00| 39.95000 2716.60 HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 409.000 SYS | 5.00000 2045.00| 5.15000 2106.35| 5.10000 2085.90 SEAL COAT, 2 | | | 0021 405-05517 0.500 TON | 500.00000 250.00| 525.00000 262.50| 510.00000 255.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 0.500 TON | 300.00000 150.00| 325.00000 162.50| 310.00000 155.00 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1200.00000 4800.00| 1275.00000 5100.00| 1296.00000 5184.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-06037 4.000 EACH| 600.00000 2400.00| 650.00000 2600.00| 648.00000 2592.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 268.750 LFT | 15.95000 4286.57| 9.75000 2620.31| 16.03000 4308.06 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 602-06729 10.000 EACH| 20.00000 200.00| 8.00000 80.00| 8.00000 80.00 BARRIER DELINEATOR | | | 0027 610-05527 65.000 TON | 39.75000 2583.75| 41.75000 2713.75| 40.00000 2600.00 HMA FOR APPROACHES | | | 0028 610-06257 125.000 SYS | 50.00000 6250.00| 49.75000 6218.75| 55.00000 6875.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0029 611-06498 2.000 EACH| 135.00000 270.00| 225.00000 450.00| 135.00000 270.00 MAILBOX ASSEMBLY, DOUBLE | | | 0030 611-95023 2.000 EACH| 50.00000 100.00| 165.00000 330.00| 100.00000 200.00 MAILBOX ASSEMBLY, RESET | | | 0031 615-06490 16.000 EACH| 88.00000 1408.00| 115.00000 1840.00| 92.00000 1472.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,446.00 ROUTE : CR 59 (WALTS ROAD) CALL ORDER : 470 CONTRACT ID : B -24979-A COUNTIES : FLOYD LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2005079 |(2) 35-1364963 |(3) 35-2036607 |FULKERSON CONTRACTING INC |ERBER & MILLIGAN CONSTR. CO.|VUCKSON, R.L. EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 616-02320 790.000 SYS | 3.25000 2567.50| 2.75000 2172.50| 2.05000 1619.50 GEOTEXTILES | | | 0033 616-06405 440.000 TON | 19.00000 8360.00| 18.75000 8250.00| 18.00000 7920.00 RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH| 535.00000 535.00| 560.00000 560.00| 535.00000 535.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01660 1180.000 SYS | 0.88000 1038.40| 1.00000 1180.00| 0.90000 1062.00 MULCHED SEEDING, LEGUME, 2 | | | 0036 621-06559 4118.000 SYS | 0.42000 1729.56| 0.45000 1853.10| 0.45000 1853.10 MULCHED SEEDING, R | | | 0037 621-06567 3.200 MG | 1.00000 3.20| 1.00000 3.20| 1.00000 3.20 WATER | | | 0038 621-06574 812.000 SYS | 3.05000 2476.60| 3.50000 2842.00| 3.10000 2517.20 SODDING | | | 0039 702-51010 110.900 CYS | 325.00000 36042.50| 290.00000 32161.00| 300.00000 33270.00 CONCRETE, B, ABOVE FOOTINGS | | | 0040 702-51015 95.400 CYS | 300.00000 28620.00| 256.00000 24422.40| 220.00000 20988.00 CONCRETE, B, FOOTINGS | | | 0041 703-51030 37814.000 LBS | 0.55000 20797.70| 0.55000 20797.70| 0.48000 18150.72 REINFORCING STEEL | | | 0042 703-51032 24713.000 LBS | 0.60000 14827.80| 0.65000 16063.45| 0.56000 13839.28 REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 170.000 CYS | 350.00000 59500.00| 300.00000 51000.00| 420.00000 71400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-05732 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0045 706-51020 12.300 CYS | 250.00000 3075.00| 385.00000 4735.50| 385.00000 4735.50 CONCRETE, C, RAILING | | | 0046 709-51520 LUMP| 3000.00000 3000.00| 4250.00000 4250.00| 4025.00000 4025.00 SURFACE SEAL, TINTED | | | 0047 715-05119 54.000 LFT | 28.00000 1512.00| 17.50000 945.00| 23.00000 1242.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0048 715-05169 128.000 LFT | 28.00000 3584.00| 20.00000 2560.00| 22.00000 2816.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0049 715-46005 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| 250.00000 2000.00 PIPE END SECTION, 15 IN. | | | 0050 724-51885 59.000 LFT | 20.00000 1180.00| 27.50000 1622.50| 1.00000 59.00 STRUCTURAL EXPANSION JOINT, BS6 | | | 0051 801-06605 4.000 EACH| 200.00000 800.00| 100.00000 400.00| 200.00000 800.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 470 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,446.00 ROUTE : CR 59 (WALTS ROAD) CALL ORDER : 470 CONTRACT ID : B -24979-A COUNTIES : FLOYD LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2005079 |(2) 35-1364963 |(3) 35-2036607 |FULKERSON CONTRACTING INC |ERBER & MILLIGAN CONSTR. CO.|VUCKSON, R.L. EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-06606 4.000 EACH| 250.00000 1000.00| 110.00000 440.00| 250.00000 1000.00 BARRICADE, IIIB | | | 0053 801-06625 8.000 EACH| 90.00000 720.00| 100.00000 800.00| 92.00000 736.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 9.000 EACH| 75.00000 675.00| 90.00000 810.00| 75.00000 675.00 CONSTRUCTION SIGN, A | | | 0055 808-03114 2.000 EACH| 239.00000 478.00| 90.00000 180.00| 245.00000 490.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 8 FT. | | | 0056 808-04298 2.000 EACH| 295.00000 590.00| 375.00000 750.00| 299.00000 598.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0057 808-06703 2158.000 LFT | 0.36000 776.88| 0.35000 755.30| 0.40000 863.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0058 808-75240 244.000 LFT | 0.39000 95.16| 0.40000 97.60| 0.50000 122.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0059 808-75245 1914.000 LFT | 0.36000 689.04| 0.35000 669.90| 0.39000 746.46 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0060 808-75297 57.000 LFT | 3.90000 222.30| 3.50000 199.50| 3.95000 225.15 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0061 801-04308 4.000 EACH| 295.00000 1180.00| 300.00000 1200.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 344,836.81| $ 355,524.41| $ 363,135.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 344,836.81| $ 355,524.41| $ 363,135.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 470 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,446.00 ROUTE : CR 59 (WALTS ROAD) CALL ORDER : 470 CONTRACT ID : B -24979-A COUNTIES : FLOYD LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 61-1013120 |(6) 35-1549010 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |MCALISTER EXCAVATING 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 9.000 MOS | 900.00000 8100.00| 1200.00000 10800.00| 1600.00000 14400.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 10700.00000 10700.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 2800.00000 2800.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 20000.00000 20000.00| 6000.00000 6000.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 239.000 SYS | 7.00000 1673.00| 5.00000 1195.00| 7.50000 1792.50 SURFACE MILLING, ASPHALT | | | 0007 203-02000 1116.000 CYS | 9.00000 10044.00| 8.21000 9162.36| 9.00000 10044.00 EXCAVATION, COMMON | | | 0008 203-02045 311.000 CYS | 9.00000 2799.00| 8.80000 2736.80| 7.00000 2177.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 203-02070 1511.000 CYS | 12.00000 18132.00| 14.78000 22332.58| 13.00000 19643.00 BORROW | | | 0010 203-51223 1399.000 CYS | 11.00000 15389.00| 11.33000 15850.67| 7.00000 9793.00 EXCAVATION, WATERWAY | | | 0011 205-02229 396.000 LFT | 3.35000 1326.60| 3.35000 1326.60| 3.90000 1544.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 4.000 EACH| 80.00000 320.00| 80.00000 320.00| 96.00000 384.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 206-51215 96.000 CYS | 60.00000 5760.00| 76.03000 7298.88| 100.00000 9600.00 EXCAVATION, X | | | 0014 211-02060 14.000 CYS | 55.00000 770.00| 19.24000 269.36| 30.00000 420.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 102.000 CYS | 100.00000 10200.00| 56.26000 5738.52| 100.00000 10200.00 FLOWABLE MORTAR | | | 0016 303-52308 1132.000 TON | 14.00000 15848.00| 11.50000 13018.00| 15.00000 16980.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05474 314.000 TON | 38.50000 12089.00| 29.75000 9341.50| 34.00000 10676.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 145.000 TON | 41.00000 5945.00| 39.75000 5763.75| 44.00000 6380.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 68.000 TON | 37.50000 2550.00| 39.75000 2703.00| 44.00000 2992.00 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 470 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,446.00 ROUTE : CR 59 (WALTS ROAD) CALL ORDER : 470 CONTRACT ID : B -24979-A COUNTIES : FLOYD LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 61-1013120 |(6) 35-1549010 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05511 409.000 SYS | 4.00000 1636.00| 5.00000 2045.00| 6.00000 2454.00 SEAL COAT, 2 | | | 0021 405-05517 0.500 TON | 670.00000 335.00| 500.00000 250.00| 550.00000 275.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 0.500 TON | 300.00000 150.00| 300.00000 150.00| 350.00000 175.00 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| 1380.00000 5520.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-06037 4.000 EACH| 625.00000 2500.00| 600.00000 2400.00| 720.00000 2880.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 268.750 LFT | 11.00000 2956.25| 15.95000 4286.56| 17.40000 4676.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 602-06729 10.000 EACH| 7.00000 70.00| 8.50000 85.00| 15.00000 150.00 BARRIER DELINEATOR | | | 0027 610-05527 65.000 TON | 61.00000 3965.00| 39.75000 2583.75| 46.00000 2990.00 HMA FOR APPROACHES | | | 0028 610-06257 125.000 SYS | 50.00000 6250.00| 45.00000 5625.00| 70.00000 8750.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0029 611-06498 2.000 EACH| 145.00000 290.00| 135.00000 270.00| 225.00000 450.00 MAILBOX ASSEMBLY, DOUBLE | | | 0030 611-95023 2.000 EACH| 145.00000 290.00| 120.00000 240.00| 180.00000 360.00 MAILBOX ASSEMBLY, RESET | | | 0031 615-06490 16.000 EACH| 110.00000 1760.00| 88.00000 1408.00| 130.00000 2080.00 RIGHT OF WAY MARKER | | | 0032 616-02320 790.000 SYS | 1.75000 1382.50| 1.49000 1177.10| 2.00000 1580.00 GEOTEXTILES | | | 0033 616-06405 440.000 TON | 17.50000 7700.00| 19.49000 8575.60| 18.00000 7920.00 RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH| 535.00000 535.00| 535.00000 535.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01660 1180.000 SYS | 0.88000 1038.40| 0.88000 1038.40| 1.00000 1180.00 MULCHED SEEDING, LEGUME, 2 | | | 0036 621-06559 4118.000 SYS | 0.42000 1729.56| 0.42000 1729.56| 0.50000 2059.00 MULCHED SEEDING, R | | | 0037 621-06567 3.200 MG | 1.00000 3.20| 1.00000 3.20| 1.00000 3.20 WATER | | | 0038 621-06574 812.000 SYS | 3.05000 2476.60| 3.05000 2476.60| 4.00000 3248.00 SODDING | | | 0039 702-51010 110.900 CYS | 300.00000 33270.00| 350.00000 38815.00| 360.00000 39924.00 CONCRETE, B, ABOVE FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 470 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,446.00 ROUTE : CR 59 (WALTS ROAD) CALL ORDER : 470 CONTRACT ID : B -24979-A COUNTIES : FLOYD LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 61-1013120 |(6) 35-1549010 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 702-51015 95.400 CYS | 200.00000 19080.00| 350.00000 33390.00| 260.00000 24804.00 CONCRETE, B, FOOTINGS | | | 0041 703-51030 37814.000 LBS | 0.55000 20797.70| 0.42000 15881.88| 0.55000 20797.70 REINFORCING STEEL | | | 0042 703-51032 24713.000 LBS | 0.60000 14827.80| 0.49000 12109.37| 0.65000 16063.45 REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 170.000 CYS | 350.00000 59500.00| 400.00000 68000.00| 370.00000 62900.00 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-05732 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0045 706-51020 12.300 CYS | 350.00000 4305.00| 380.00000 4674.00| 370.00000 4551.00 CONCRETE, C, RAILING | | | 0046 709-51520 LUMP| 4860.00000 4860.00| 4019.25000 4019.25| 3000.00000 3000.00 SURFACE SEAL, TINTED | | | 0047 715-05119 54.000 LFT | 21.00000 1134.00| 31.48000 1699.92| 20.00000 1080.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0048 715-05169 128.000 LFT | 20.00000 2560.00| 30.95000 3961.60| 20.00000 2560.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0049 715-46005 8.000 EACH| 200.00000 1600.00| 318.31000 2546.48| 200.00000 1600.00 PIPE END SECTION, 15 IN. | | | 0050 724-51885 59.000 LFT | 35.00000 2065.00| 61.69000 3639.71| 40.00000 2360.00 STRUCTURAL EXPANSION JOINT, BS6 | | | 0051 801-06605 4.000 EACH| 90.00000 360.00| 200.00000 800.00| 235.00000 940.00 BARRICADE, IIIA | | | 0052 801-06606 4.000 EACH| 100.00000 400.00| 250.00000 1000.00| 290.00000 1160.00 BARRICADE, IIIB | | | 0053 801-06625 8.000 EACH| 95.00000 760.00| 90.00000 720.00| 110.00000 880.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 9.000 EACH| 80.00000 720.00| 75.00000 675.00| 95.00000 855.00 CONSTRUCTION SIGN, A | | | 0055 808-03114 2.000 EACH| 80.00000 160.00| 239.00000 478.00| 260.00000 520.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 8 FT. | | | 0056 808-04298 2.000 EACH| 350.00000 700.00| 295.00000 590.00| 330.00000 660.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0057 808-06703 2158.000 LFT | 0.34000 733.72| 0.36000 776.88| 0.45000 971.10 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0058 808-75240 244.000 LFT | 0.37000 90.28| 0.39000 95.16| 0.50000 122.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 470 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,446.00 ROUTE : CR 59 (WALTS ROAD) CALL ORDER : 470 CONTRACT ID : B -24979-A COUNTIES : FLOYD LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 61-1013120 |(6) 35-1549010 |GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-75245 1914.000 LFT | 0.34000 650.76| 0.36000 689.04| 0.45000 861.30 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0060 808-75297 57.000 LFT | 3.00000 171.00| 3.90000 222.30| 4.70000 267.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0061 801-04308 4.000 EACH| 300.00000 1200.00| 295.00000 1180.00| 350.00000 1400.00 ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 373,658.37| $ 377,799.38| $ 397,453.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 373,658.37| $ 377,799.38| $ 397,453.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 470 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,446.00 ROUTE : CR 59 (WALTS ROAD) CALL ORDER : 470 CONTRACT ID : B -24979-A COUNTIES : FLOYD LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1134435 |(8) 35-1385672 | |FOERTSCH CONSTRUCTION |FORCE 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 9.000 MOS | 1200.00000 10800.00| 1371.31200 12341.81| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 11750.00000 11750.00| 9690.00000 9690.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17500.00000 17500.00| 34124.58000 34124.58| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 5029.24000 5029.24| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 17500.00000 17500.00| 9417.72000 9417.72| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 239.000 SYS | 6.00000 1434.00| 9.26800 2215.05| SURFACE MILLING, ASPHALT | | | 0007 203-02000 1116.000 CYS | 6.25000 6975.00| 14.07400 15706.58| EXCAVATION, COMMON | | | 0008 203-02045 311.000 CYS | 6.00000 1866.00| 21.07700 6554.95| EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 203-02070 1511.000 CYS | 11.50000 17376.50| 16.29900 24627.79| BORROW | | | 0010 203-51223 1399.000 CYS | 5.00000 6995.00| 10.35100 14481.05| EXCAVATION, WATERWAY | | | 0011 205-02229 396.000 LFT | 5.00000 1980.00| 3.35000 1326.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 4.000 EACH| 100.00000 400.00| 80.00000 320.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 206-51215 96.000 CYS | 115.00000 11040.00| 178.28600 17115.46| EXCAVATION, X | | | 0014 211-02060 14.000 CYS | 25.00000 350.00| 73.82100 1033.49| B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 102.000 CYS | 100.00000 10200.00| 97.46700 9941.63| FLOWABLE MORTAR | | | 0016 303-52308 1132.000 TON | 12.08000 13674.56| 11.50000 13018.00| COMPACTED AGGREGATE, O, 53 | | | 0017 402-05474 314.000 TON | 31.23000 9806.22| 29.75000 9341.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 145.000 TON | 41.74000 6052.30| 39.75000 5763.75| HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 68.000 TON | 41.74000 2838.32| 39.75000 2703.00| HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 470 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,446.00 ROUTE : CR 59 (WALTS ROAD) CALL ORDER : 470 CONTRACT ID : B -24979-A COUNTIES : FLOYD LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1134435 |(8) 35-1385672 | |FOERTSCH CONSTRUCTION |FORCE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05511 409.000 SYS | 5.25000 2147.25| 5.00000 2045.00| SEAL COAT, 2 | | | 0021 405-05517 0.500 TON | 525.00000 262.50| 500.00000 250.00| ASPHALT FOR PRIME COAT | | | 0022 406-05520 0.500 TON | 315.00000 157.50| 300.00000 150.00| ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1260.00000 5040.00| 1200.00000 4800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-06037 4.000 EACH| 630.00000 2520.00| 600.00000 2400.00| GUARDRAIL END TREATMENT, I | | | 0025 601-99105 268.750 LFT | 16.75000 4501.56| 15.95000 4286.56| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 602-06729 10.000 EACH| 20.00000 200.00| 25.00000 250.00| BARRIER DELINEATOR | | | 0027 610-05527 65.000 TON | 41.74000 2713.10| 39.75000 2583.75| HMA FOR APPROACHES | | | 0028 610-06257 125.000 SYS | 55.00000 6875.00| 70.06900 8758.63| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0029 611-06498 2.000 EACH| 141.75000 283.50| 135.00000 270.00| MAILBOX ASSEMBLY, DOUBLE | | | 0030 611-95023 2.000 EACH| 100.00000 200.00| 165.00000 330.00| MAILBOX ASSEMBLY, RESET | | | 0031 615-06490 16.000 EACH| 92.40000 1478.40| 88.00000 1408.00| RIGHT OF WAY MARKER | | | 0032 616-02320 790.000 SYS | 2.00000 1580.00| 2.18900 1729.31| GEOTEXTILES | | | 0033 616-06405 440.000 TON | 17.60000 7744.00| 20.27900 8922.76| RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH| 588.00000 588.00| 535.00000 535.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01660 1180.000 SYS | 0.97000 1144.60| 0.88000 1038.40| MULCHED SEEDING, LEGUME, 2 | | | 0036 621-06559 4118.000 SYS | 0.46000 1894.28| 0.42000 1729.56| MULCHED SEEDING, R | | | 0037 621-06567 3.200 MG | 1.00000 3.20| 1.00000 3.20| WATER | | | 0038 621-06574 812.000 SYS | 3.36000 2728.32| 3.05000 2476.60| SODDING | | | 0039 702-51010 110.900 CYS | 400.00000 44360.00| 322.37600 35751.50| CONCRETE, B, ABOVE FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 470 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,446.00 ROUTE : CR 59 (WALTS ROAD) CALL ORDER : 470 CONTRACT ID : B -24979-A COUNTIES : FLOYD LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1134435 |(8) 35-1385672 | |FOERTSCH CONSTRUCTION |FORCE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 702-51015 95.400 CYS | 325.00000 31005.00| 196.28400 18725.49| CONCRETE, B, FOOTINGS | | | 0041 703-51030 37814.000 LBS | 0.55000 20797.70| 0.46300 17507.88| REINFORCING STEEL | | | 0042 703-51032 24713.000 LBS | 0.65000 16063.45| 0.60200 14877.23| REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 170.000 CYS | 400.00000 68000.00| 402.34300 68398.31| CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-05732 4.000 EACH| 1260.00000 5040.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0045 706-51020 12.300 CYS | 410.00000 5043.00| 380.00000 4674.00| CONCRETE, C, RAILING | | | 0046 709-51520 LUMP| 4220.00000 4220.00| 4020.00000 4020.00| SURFACE SEAL, TINTED | | | 0047 715-05119 54.000 LFT | 21.00000 1134.00| 31.41300 1696.30| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0048 715-05169 128.000 LFT | 21.00000 2688.00| 21.26800 2722.30| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0049 715-46005 8.000 EACH| 185.00000 1480.00| 399.68600 3197.49| PIPE END SECTION, 15 IN. | | | 0050 724-51885 59.000 LFT | 100.00000 5900.00| 30.09800 1775.78| STRUCTURAL EXPANSION JOINT, BS6 | | | 0051 801-06605 4.000 EACH| 210.00000 840.00| 200.00000 800.00| BARRICADE, IIIA | | | 0052 801-06606 4.000 EACH| 262.50000 1050.00| 250.00000 1000.00| BARRICADE, IIIB | | | 0053 801-06625 8.000 EACH| 94.50000 756.00| 90.00000 720.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 9.000 EACH| 78.75000 708.75| 75.00000 675.00| CONSTRUCTION SIGN, A | | | 0055 808-03114 2.000 EACH| 250.95000 501.90| 239.00000 478.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 8 FT. | | | 0056 808-04298 2.000 EACH| 309.75000 619.50| 295.00000 590.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0057 808-06703 2158.000 LFT | 0.38000 820.04| 0.36000 776.88| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0058 808-75240 244.000 LFT | 0.41000 100.04| 0.39000 95.16| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 470 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,446.00 ROUTE : CR 59 (WALTS ROAD) CALL ORDER : 470 CONTRACT ID : B -24979-A COUNTIES : FLOYD LETTING DATE : 01/15/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1134435 |(8) 35-1385672 | |FOERTSCH CONSTRUCTION |FORCE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-75245 1914.000 LFT | 0.38000 727.32| 0.36000 689.04| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0060 808-75297 57.000 LFT | 4.10000 233.70| 3.90000 222.30| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0061 801-04308 4.000 EACH| 309.75000 1239.00| 295.00000 1180.00| ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 413,926.51| $ 424,091.63| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 413,926.51| $ 424,091.63| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 790,674.55 ROUTE : I-65 CALL ORDER : 490 CONTRACT ID : B -25283-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0653285 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 623,900.03 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 625,334.25 100.2298% 3 35-1447641 STRUCTURE CONTRACTORS $ 637,487.17 102.1777% 4 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 659,627.99 105.7265% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 663,093.17 106.2819% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 707,017.89 113.3223% 7 35-1609544 SCHUTT-LOOKABILL CO $ 711,411.28 114.0264% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 719,202.19 115.2752% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-2040801 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 9.000 MOS | 1000.00000 9000.00| 1000.00000 9000.00| 1200.00000 10800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5500.00000 5500.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 33000.00000 33000.00| 31000.00000 31000.00| 33127.00000 33127.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 119.000 m2 | 15.00000 1785.00| 18.00000 2142.00| 26.00000 3094.00 PAVEMENT, REMOVE | | | 0005 202-02241 540.212 m | 6.50000 3511.38| 5.00000 2701.06| 6.00000 3241.27 GUARDRAIL, REMOVE | | | 0006 202-02277 541.000 m | 11.00000 5951.00| 12.00000 6492.00| 10.00000 5410.00 GUTTER, LIP, REMOVE | | | 0007 202-51133 249.000 m | 6.50000 1618.50| 8.00000 1992.00| 1.00000 249.00 RAILING, REMOVE | | | 0008 202-51328 LUMP| 78000.00000 78000.00| 65000.00000 65000.00| 80000.00000 80000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 56.000 m2 | 34.00000 1904.00| 25.00000 1400.00| 45.00000 2520.00 SLOPEWALL, REMOVE | | | 0010 202-60820 216.000 m2 | 7.00000 1512.00| 7.00000 1512.00| 10.00000 2160.00 SURFACE MILLING, ASPHALT | | | 0011 202-91385 8.000 EACH| 125.00000 1000.00| 300.00000 2400.00| 400.00000 3200.00 INLET, REMOVE | | | 0012 203-02000 622.700 m3 | 18.00000 11208.60| 15.00000 9340.50| 18.00000 11208.60 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 790,674.55 ROUTE : I-65 CALL ORDER : 490 CONTRACT ID : B -25283-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-2040801 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-06467 26.400 m3 | 90.00000 2376.00| 60.00000 1584.00| 60.00000 1584.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 303-52308 531.500 Mg | 17.50000 9301.25| 19.00000 10098.50| 25.00000 13287.50 COMPACTED AGGREGATE, O, 53 | | | 0015 404-05511 1621.000 m2 | 2.60000 4214.60| 2.30000 3728.30| 4.00000 6484.00 SEAL COAT, 2 | | | 0016 406-05521 1027.000 m2 | 0.10000 102.70| 0.08000 82.16| 0.30000 308.10 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1300.00000 5200.00| 1070.00000 4280.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-01701 2.000 EACH| 1500.00000 3000.00| 1525.00000 3050.00| 1600.00000 3200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0019 601-94689 4.000 EACH| 2300.00000 9200.00| 2000.00000 8000.00| 2000.00000 8000.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 481.965 m | 30.00000 14458.95| 28.00000 13495.02| 30.00000 14458.95 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06729 28.000 EACH| 8.50000 238.00| 7.00000 196.00| 10.00000 280.00 BARRIER DELINEATOR | | | 0022 605-05523 446.000 m | 8.00000 3568.00| 7.48000 3336.08| 14.50000 6467.00 CURB, HMA | | | 0023 610-05527 401.200 Mg | 66.00000 26479.20| 63.44000 25452.13| 60.00000 24072.00 HMA FOR APPROACHES | | | 0024 610-06259 150.000 m2 | 57.00000 8550.00| 75.00000 11250.00| 50.00000 7500.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 616-02320 210.000 m2 | 4.50000 945.00| 2.00000 420.00| 5.00000 1050.00 GEOTEXTILES | | | 0026 616-06405 76.200 Mg | 22.00000 1676.40| 26.00000 1981.20| 35.00000 2667.00 RIPRAP, REVETMENT | | | 0027 616-06455 89.000 m2 | 52.00000 4628.00| 65.00000 5785.00| 52.00000 4628.00 SLOPEWALL | | | 0028 619-95457 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 34000.00000 34000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0029 702-51005 56.200 m3 | 450.00000 25290.00| 575.00000 32315.00| 650.00000 36530.00 CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51863 48.000 EACH| 10.50000 504.00| 7.00000 336.00| 25.00000 1200.00 FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-51030 3943.000 kg | 1.35000 5323.05| 1.30000 5125.90| 1.25000 4928.75 REINFORCING STEEL | | | 0032 703-51032 27824.000 kg | 1.35000 37562.40| 1.35000 37562.40| 1.50000 41736.00 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 490 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 790,674.55 ROUTE : I-65 CALL ORDER : 490 CONTRACT ID : B -25283-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-2040801 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 704-51002 144.700 m3 | 440.00000 63668.00| 600.00000 86820.00| 550.00000 79585.00 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 4.000 EACH| 1050.00000 4200.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 33.400 m3 | 365.00000 12191.00| 500.00000 16700.00| 450.00000 15030.00 CONCRETE, C, RAILING | | | 0036 708-51806 2.000 m2 | 650.00000 1300.00| 1000.00000 2000.00| 275.00000 550.00 REPOINTING MASONRY | | | 0037 709-51821 LUMP| 8500.00000 8500.00| 4890.00000 4890.00| 5000.00000 5000.00 SURFACE SEAL | | | 0038 711-51038 LUMP| 113000.00000 113000.00| 103000.00000 103000.00| 100500.00000 100500.00 STRUCTURAL STEEL | | | 0039 711-51864 808.000 EACH| 13.00000 10504.00| 11.00000 8888.00| 12.00000 9696.00 DRILLED HOLE | | | 0040 711-51877 LUMP| 12000.00000 12000.00| 20000.00000 20000.00| 6000.00000 6000.00 JACKING AND SUPPORTING BEAMS | | | 0041 711-96800 2160.000 EACH| 1.85000 3996.00| 1.65000 3564.00| 2.00000 4320.00 STUD SHEAR CONNECTOR | | | 0042 715-05407 28.000 m | 41.00000 1148.00| 25.00000 700.00| 20.00000 560.00 PIPE, END BENT DRAIN, 150 mm | | | 0043 726-99095 24.000 EACH| 415.00000 9960.00| 700.00000 16800.00| 362.50000 8700.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0044 801-04308 5.000 EACH| 160.00000 800.00| 140.00000 700.00| 140.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06606 10.000 EACH| 90.00000 900.00| 75.00000 750.00| 75.00000 750.00 BARRICADE, IIIB | | | 0046 801-06625 22.000 EACH| 105.00000 2310.00| 90.00000 1980.00| 90.00000 1980.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 21.000 EACH| 75.00000 1575.00| 55.00000 1155.00| 55.00000 1155.00 CONSTRUCTION SIGN, A | | | 0048 801-06710 10.000 DAY | 20.00000 200.00| 15.00000 150.00| 15.00000 150.00 FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 15000.00000 15000.00| 2500.00000 2500.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0050 802-94674 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION , RESET | | | 0051 602-06639 180.000 m | 80.00000 14400.00| 70.00000 12600.00| 45.00000 8100.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0052 602-06646 60.000 m | 74.00000 4440.00| 68.00000 4080.00| 42.00000 2520.00 TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 490 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 790,674.55 ROUTE : I-65 CALL ORDER : 490 CONTRACT ID : B -25283-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-2040801 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 619-93423 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 POLLUTION CONTROL | | | SECTION TOTALS | $ 623,900.03| $ 625,334.25| $ 637,487.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 623,900.03| $ 625,334.25| $ 637,487.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 490 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 790,674.55 ROUTE : I-65 CALL ORDER : 490 CONTRACT ID : B -25283-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1364963 |(6) 35-1917625 |WEDDLE BROTHERS CONSTRUCTION|ERBER & MILLIGAN CONSTR. CO.|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 9.000 MOS | 1168.07000 10512.63| 1000.00000 9000.00| 2467.88000 22210.92 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5371.65000 5371.65| 6500.00000 6500.00| 4210.40000 4210.40 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32981.40000 32981.40| 32750.00000 32750.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 119.000 m2 | 24.74000 2944.06| 20.00000 2380.00| 26.40000 3141.60 PAVEMENT, REMOVE | | | 0005 202-02241 540.212 m | 6.43000 3473.56| 6.00000 3241.27| 6.11000 3300.70 GUARDRAIL, REMOVE | | | 0006 202-02277 541.000 m | 6.52000 3527.32| 8.80000 4760.80| 2.22000 1201.02 GUTTER, LIP, REMOVE | | | 0007 202-51133 249.000 m | 0.37000 92.13| 5.00000 1245.00| 4.19000 1043.31 RAILING, REMOVE | | | 0008 202-51328 LUMP| 86771.89000 86771.89| 92500.00000 92500.00| 40635.00000 40635.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 56.000 m2 | 41.44000 2320.64| 15.00000 840.00| 79.75000 4466.00 SLOPEWALL, REMOVE | | | 0010 202-60820 216.000 m2 | 8.00000 1728.00| 7.50000 1620.00| 10.84000 2341.44 SURFACE MILLING, ASPHALT | | | 0011 202-91385 8.000 EACH| 258.72000 2069.76| 200.00000 1600.00| 266.17000 2129.36 INLET, REMOVE | | | 0012 203-02000 622.700 m3 | 18.77000 11688.08| 13.75000 8562.13| 32.02000 19938.85 EXCAVATION, COMMON | | | 0013 211-06467 26.400 m3 | 53.06000 1400.78| 29.50000 778.80| 121.13000 3197.83 AGGREGATE FOR END BENT BACKFILL | | | 0014 303-52308 531.500 Mg | 20.03000 10645.95| 20.00000 10630.00| 23.18000 12320.17 COMPACTED AGGREGATE, O, 53 | | | 0015 404-05511 1621.000 m2 | 2.56000 4149.76| 3.50000 5673.50| 2.30000 3728.30 SEAL COAT, 2 | | | 0016 406-05521 1027.000 m2 | 0.09000 92.43| 0.50000 513.50| 0.08000 82.16 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1274.26000 5097.04| 1200.00000 4800.00| 1210.49000 4841.96 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-01701 2.000 EACH| 1745.18000 3490.36| 1675.00000 3350.00| 1657.85000 3315.70 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0019 601-94689 4.000 EACH| 2133.00000 8532.00| 2100.00000 8400.00| 2026.26000 8105.04 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 490 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 790,674.55 ROUTE : I-65 CALL ORDER : 490 CONTRACT ID : B -25283-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1364963 |(6) 35-1917625 |WEDDLE BROTHERS CONSTRUCTION|ERBER & MILLIGAN CONSTR. CO.|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 481.965 m | 31.63000 15244.55| 29.50000 14217.97| 30.00000 14458.95 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06729 28.000 EACH| 9.97000 279.16| 9.00000 252.00| 9.47000 265.16 BARRIER DELINEATOR | | | 0022 605-05523 446.000 m | 8.29000 3697.34| 12.50000 5575.00| 7.48000 3336.08 CURB, HMA | | | 0023 610-05527 401.200 Mg | 70.30000 28204.36| 62.50000 25075.00| 63.44000 25452.13 HMA FOR APPROACHES | | | 0024 610-06259 150.000 m2 | 70.09000 10513.50| 57.50000 8625.00| 66.88000 10032.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 616-02320 210.000 m2 | 4.03000 846.30| 3.00000 630.00| 1.33000 279.30 GEOTEXTILES | | | 0026 616-06405 76.200 Mg | 34.00000 2590.80| 25.00000 1905.00| 60.52000 4611.62 RIPRAP, REVETMENT | | | 0027 616-06455 89.000 m2 | 63.04000 5610.56| 27.50000 2447.50| 139.82000 12443.98 SLOPEWALL | | | 0028 619-95457 LUMP| 32576.65000 32576.65| 32500.00000 32500.00| 27367.60000 27367.60 CLEAN AND PAINT STRUCTURAL STEEL | | | 0029 702-51005 56.200 m3 | 555.20000 31202.24| 600.00000 33720.00| 1301.46000 73142.05 CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51863 48.000 EACH| 7.04000 337.92| 15.00000 720.00| 9.44000 453.12 FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-51030 3943.000 kg | 1.07000 4219.01| 1.40000 5520.20| 1.27000 5007.61 REINFORCING STEEL | | | 0032 703-51032 27824.000 kg | 1.14000 31719.36| 1.50000 41736.00| 1.27000 35336.48 REINFORCING STEEL, EPOXY COATED | | | 0033 704-51002 144.700 m3 | 628.53000 90948.29| 495.00000 71626.50| 710.51000 102810.80 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 4.000 EACH| 1329.66000 5318.64| 1200.00000 4800.00| 606.80000 2427.20 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 33.400 m3 | 547.83000 18297.52| 500.00000 16700.00| 454.58000 15182.97 CONCRETE, C, RAILING | | | 0036 708-51806 2.000 m2 | 298.89000 597.78| 275.00000 550.00| 561.32000 1122.64 REPOINTING MASONRY | | | 0037 709-51821 LUMP| 5097.03000 5097.03| 4750.00000 4750.00| 4335.92000 4335.92 SURFACE SEAL | | | 0038 711-51038 LUMP| 92150.85000 92150.85| 97500.00000 97500.00| 105620.42000 105620.42 STRUCTURAL STEEL | | | 0039 711-51864 808.000 EACH| 13.30000 10746.40| 12.50000 10100.00| 10.35000 8362.80 DRILLED HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 490 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 790,674.55 ROUTE : I-65 CALL ORDER : 490 CONTRACT ID : B -25283-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1364963 |(6) 35-1917625 |WEDDLE BROTHERS CONSTRUCTION|ERBER & MILLIGAN CONSTR. CO.|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 711-51877 LUMP| 10309.59000 10309.59| 15000.00000 15000.00| 10585.95000 10585.95 JACKING AND SUPPORTING BEAMS | | | 0041 711-96800 2160.000 EACH| 1.72000 3715.20| 1.80000 3888.00| 3.15000 6804.00 STUD SHEAR CONNECTOR | | | 0042 715-05407 28.000 m | 37.33000 1045.24| 10.00000 280.00| 14.36000 402.08 PIPE, END BENT DRAIN, 150 mm | | | 0043 726-99095 24.000 EACH| 821.80000 19723.20| 580.00000 13920.00| 697.72000 16745.28 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0044 801-04308 5.000 EACH| 155.13000 775.65| 175.00000 875.00| 147.36000 736.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06606 10.000 EACH| 83.10000 831.00| 100.00000 1000.00| 78.95000 789.50 BARRICADE, IIIB | | | 0046 801-06625 22.000 EACH| 99.72000 2193.84| 100.00000 2200.00| 94.73000 2084.06 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 21.000 EACH| 60.94000 1279.74| 75.00000 1575.00| 57.89000 1215.69 CONSTRUCTION SIGN, A | | | 0048 801-06710 10.000 DAY | 16.62000 166.20| 35.00000 350.00| 15.79000 157.90 FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 8181.67000 8181.67| 17500.00000 17500.00| 10438.12000 10438.12 MAINTAINING TRAFFIC | | | 0050 802-94674 2.000 EACH| 664.83000 1329.66| 650.00000 1300.00| 631.56000 1263.12 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION , RESET | | | 0051 602-06639 180.000 m | 49.62000 8931.60| 69.50000 12510.00| 117.64000 21175.20 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0052 602-06646 60.000 m | 49.62000 2977.20| 60.00000 3600.00| 105.15000 6309.00 TEMPORARY CONCRETE BARRIER | | | 0053 619-93423 LUMP| 11080.50000 11080.50| 11000.00000 11000.00| 1052.60000 1052.60 POLLUTION CONTROL | | | SECTION TOTALS | $ 659,627.99| $ 663,093.17| $ 707,017.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 659,627.99| $ 663,093.17| $ 707,017.89 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 490 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 790,674.55 ROUTE : I-65 CALL ORDER : 490 CONTRACT ID : B -25283-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1609544 |(8) 35-1618530 | |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 9.000 MOS | 2000.00000 18000.00| 900.00000 8100.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6800.00000 6800.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 36100.00000 36100.00| 36500.00000 36500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 119.000 m2 | 14.00000 1666.00| 35.00000 4165.00| PAVEMENT, REMOVE | | | 0005 202-02241 540.212 m | 6.90000 3727.46| 6.00000 3241.27| GUARDRAIL, REMOVE | | | 0006 202-02277 541.000 m | 6.56000 3548.96| 14.00000 7574.00| GUTTER, LIP, REMOVE | | | 0007 202-51133 249.000 m | 2.00000 498.00| 8.00000 1992.00| RAILING, REMOVE | | | 0008 202-51328 LUMP| 131656.00000 131656.00| 70000.00000 70000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 56.000 m2 | 40.00000 2240.00| 15.00000 840.00| SLOPEWALL, REMOVE | | | 0010 202-60820 216.000 m2 | 9.61000 2075.76| 15.00000 3240.00| SURFACE MILLING, ASPHALT | | | 0011 202-91385 8.000 EACH| 120.00000 960.00| 500.00000 4000.00| INLET, REMOVE | | | 0012 203-02000 622.700 m3 | 6.00000 3736.20| 12.00000 7472.40| EXCAVATION, COMMON | | | 0013 211-06467 26.400 m3 | 40.00000 1056.00| 135.00000 3564.00| AGGREGATE FOR END BENT BACKFILL | | | 0014 303-52308 531.500 Mg | 24.89000 13229.04| 26.00000 13819.00| COMPACTED AGGREGATE, O, 53 | | | 0015 404-05511 1621.000 m2 | 3.80000 6159.80| 2.50000 4052.50| SEAL COAT, 2 | | | 0016 406-05521 1027.000 m2 | 0.53000 544.31| 0.10000 102.70| ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1265.00000 5060.00| 1250.00000 5000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-01701 2.000 EACH| 1610.00000 3220.00| 1650.00000 3300.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0019 601-94689 4.000 EACH| 2300.00000 9200.00| 2100.00000 8400.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 490 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 790,674.55 ROUTE : I-65 CALL ORDER : 490 CONTRACT ID : B -25283-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1609544 |(8) 35-1618530 | |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 481.965 m | 32.20000 15519.27| 31.00000 14940.92| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06729 28.000 EACH| 10.00000 280.00| 8.00000 224.00| BARRIER DELINEATOR | | | 0022 605-05523 446.000 m | 13.48000 6012.08| 8.00000 3568.00| CURB, HMA | | | 0023 610-05527 401.200 Mg | 68.18000 27353.82| 65.00000 26078.00| HMA FOR APPROACHES | | | 0024 610-06259 150.000 m2 | 78.00000 11700.00| 90.00000 13500.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 616-02320 210.000 m2 | 2.00000 420.00| 2.50000 525.00| GEOTEXTILES | | | 0026 616-06405 76.200 Mg | 40.00000 3048.00| 55.00000 4191.00| RIPRAP, REVETMENT | | | 0027 616-06455 89.000 m2 | 70.00000 6230.00| 115.00000 10235.00| SLOPEWALL | | | 0028 619-95457 LUMP| 14950.00000 14950.00| 27500.00000 27500.00| CLEAN AND PAINT STRUCTURAL STEEL | | | 0029 702-51005 56.200 m3 | 632.89000 35568.42| 750.00000 42150.00| CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51863 48.000 EACH| 6.00000 288.00| 23.00000 1104.00| FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-51030 3943.000 kg | 1.04000 4100.72| 2.00000 7886.00| REINFORCING STEEL | | | 0032 703-51032 27824.000 kg | 1.28000 35614.72| 1.60000 44518.40| REINFORCING STEEL, EPOXY COATED | | | 0033 704-51002 144.700 m3 | 583.46000 84426.66| 750.00000 108525.00| CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 4.000 EACH| 1688.00000 6752.00| 1300.00000 5200.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 33.400 m3 | 438.53000 14646.90| 450.00000 15030.00| CONCRETE, C, RAILING | | | 0036 708-51806 2.000 m2 | 646.00000 1292.00| 150.00000 300.00| REPOINTING MASONRY | | | 0037 709-51821 LUMP| 5220.00000 5220.00| 4500.00000 4500.00| SURFACE SEAL | | | 0038 711-51038 LUMP| 112727.00000 112727.00| 99000.00000 99000.00| STRUCTURAL STEEL | | | 0039 711-51864 808.000 EACH| 13.80000 11150.40| 11.00000 8888.00| DRILLED HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 490 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 790,674.55 ROUTE : I-65 CALL ORDER : 490 CONTRACT ID : B -25283-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1609544 |(8) 35-1618530 | |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 711-51877 LUMP| 8320.00000 8320.00| 25000.00000 25000.00| JACKING AND SUPPORTING BEAMS | | | 0041 711-96800 2160.000 EACH| 2.94000 6350.40| 2.10000 4536.00| STUD SHEAR CONNECTOR | | | 0042 715-05407 28.000 m | 13.12000 367.36| 60.00000 1680.00| PIPE, END BENT DRAIN, 150 mm | | | 0043 726-99095 24.000 EACH| 590.00000 14160.00| 500.00000 12000.00| BEARING ASSEMBLY, ELASTOMERIC, I | | | 0044 801-04308 5.000 EACH| 161.00000 805.00| 150.00000 750.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06606 10.000 EACH| 86.00000 860.00| 85.00000 850.00| BARRICADE, IIIB | | | 0046 801-06625 22.000 EACH| 104.00000 2288.00| 100.00000 2200.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 21.000 EACH| 63.00000 1323.00| 60.00000 1260.00| CONSTRUCTION SIGN, A | | | 0048 801-06710 10.000 DAY | 87.00000 870.00| 20.00000 200.00| FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 12981.00000 12981.00| 22000.00000 22000.00| MAINTAINING TRAFFIC | | | 0050 802-94674 2.000 EACH| 690.00000 1380.00| 600.00000 1200.00| BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION , RESET | | | 0051 602-06639 180.000 m | 59.05000 10629.00| 55.00000 9900.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0052 602-06646 60.000 m | 52.50000 3150.00| 55.00000 3300.00| TEMPORARY CONCRETE BARRIER | | | 0053 619-93423 LUMP| 1150.00000 1150.00| 1100.00000 1100.00| POLLUTION CONTROL | | | SECTION TOTALS | $ 711,411.28| $ 719,202.19| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 711,411.28| $ 719,202.19| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,525.28 ROUTE : US 136 CALL ORDER : 500 CONTRACT ID : B -25560-A COUNTIES : HENDRICKS LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5232007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 470,999.77 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 483,520.89 102.6584% 3 35-1523985 WIRTZ & YATES, INC. $ 499,119.55 105.9702% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 503,070.95 106.8091% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 536,072.30 113.8158% 6 35-1673827 HENDERSON, H.E., INC. $ 539,051.01 114.4482% 7 35-1057871 SMOCK FANSLER CORPORATION $ 557,885.55 118.4470% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1381845 |(3) 35-1523985 |ERBER & MILLIGAN CONSTR. CO.|HARVEY, GEORGE R. & SON, 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 9.000 MOS | 1000.00000 9000.00| 1500.00000 13500.00| 1200.00000 10800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7500.00000 7500.00| 9000.00000 9000.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23500.00000 23500.00| 23500.00000 23500.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02189 2.000 EACH| 75.00000 150.00| 40.00000 80.00| 1000.00000 2000.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-51330 LUMP| 32500.00000 32500.00| 30600.00000 30600.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 198.000 m2 | 7.50000 1485.00| 10.00000 1980.00| 10.00000 1980.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 460.000 m3 | 15.00000 6900.00| 12.00000 5520.00| 10.47000 4816.20 EXCAVATION, COMMON | | | 0009 203-02070 1126.000 m3 | 15.00000 16890.00| 15.50000 17453.00| 10.46000 11777.96 BORROW | | | 0010 203-51223 184.000 m3 | 15.00000 2760.00| 10.00000 1840.00| 13.10000 2410.40 EXCAVATION, WATERWAY | | | 0011 205-06932 76.000 m | 12.75000 969.00| 25.00000 1900.00| 22.50000 1710.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 275.000 m | 6.25000 1718.75| 7.00000 1925.00| 7.00000 1925.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,525.28 ROUTE : US 136 CALL ORDER : 500 CONTRACT ID : B -25560-A COUNTIES : HENDRICKS LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1381845 |(3) 35-1523985 |ERBER & MILLIGAN CONSTR. CO.|HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02060 58.000 m3 | 27.50000 1595.00| 20.00000 1160.00| 26.00000 1508.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 211-06467 15.000 m3 | 27.50000 412.50| 30.00000 450.00| 30.00000 450.00 AGGREGATE FOR END BENT BACKFILL | | | 0015 303-52308 888.000 Mg | 21.00000 18648.00| 18.00000 15984.00| 26.00000 23088.00 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05474 265.000 Mg | 45.50000 12057.50| 48.85000 12945.25| 49.72000 13175.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 166.000 Mg | 47.00000 7802.00| 49.75000 8258.50| 50.00000 8300.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 181.000 Mg | 56.00000 10136.00| 60.25000 10905.25| 61.00000 11041.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 1059.000 m2 | 4.75000 5030.25| 4.85000 5136.15| 5.00000 5295.00 SEAL COAT, 2 | | | 0020 404-05514 31.000 m2 | 11.00000 341.00| 47.05000 1458.55| 48.00000 1488.00 SEAL COAT, 5 | | | 0021 405-05518 1004.000 m2 | 1.25000 1255.00| 1.30000 1305.20| 1.32000 1325.28 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2931.000 m2 | 0.36000 1055.16| 0.36000 1055.16| 0.40000 1172.40 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1200.00000 4800.00| 1270.00000 5080.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01701 1.000 EACH| 1650.00000 1650.00| 1760.00000 1760.00| 1680.00000 1680.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0025 601-94689 3.000 EACH| 2100.00000 6300.00| 2500.00000 7500.00| 2184.00000 6552.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 192.400 m | 31.00000 5964.40| 32.70000 6291.48| 33.26000 6399.22 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 12.000 EACH| 10.00000 120.00| 11.00000 132.00| 15.00000 180.00 BARRIER DELINEATOR | | | 0028 610-05527 200.000 Mg | 45.00000 9000.00| 46.40000 9280.00| 47.25000 9450.00 HMA FOR APPROACHES | | | 0029 610-06259 148.800 m2 | 57.50000 8556.00| 65.00000 9672.00| 57.00000 8481.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0030 615-06490 19.000 EACH| 110.00000 2090.00| 115.00000 2185.00| 120.00000 2280.00 RIGHT OF WAY MARKER | | | 0031 615-06500 2.000 EACH| 450.00000 900.00| 465.00000 930.00| 600.00000 1200.00 MONUMENT, A | | | 0032 615-06510 1.000 EACH| 425.00000 425.00| 445.00000 445.00| 600.00000 600.00 MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,525.28 ROUTE : US 136 CALL ORDER : 500 CONTRACT ID : B -25560-A COUNTIES : HENDRICKS LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1381845 |(3) 35-1523985 |ERBER & MILLIGAN CONSTR. CO.|HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-02320 386.000 m2 | 3.00000 1158.00| 3.50000 1351.00| 5.00000 1930.00 GEOTEXTILES | | | 0034 616-05915 118.000 m2 | 52.50000 6195.00| 50.00000 5900.00| 25.00000 2950.00 FABRIC FORMED CONCRETE REVETMENT MAT | | | 0035 616-06405 236.000 Mg | 24.00000 5664.00| 20.00000 4720.00| 31.00000 7316.00 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 660.00000 1320.00| 560.00000 1120.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02770 277.000 m2 | 2.25000 623.25| 24.40000 6758.80| 3.00000 831.00 EROSION CONTROL BLANKET | | | 0038 621-06545 0.600 Mg | 750.00000 450.00| 740.00000 444.00| 700.00000 420.00 FERTILIZER | | | 0039 621-06548 2.000 kg | 60.00000 120.00| 57.00000 114.00| 60.00000 120.00 SEED MIXTURE, CV | | | 0040 621-06553 90.000 kg | 9.25000 832.50| 7.80000 702.00| 8.00000 720.00 SEED MIXTURE, R | | | 0041 621-06565 2.800 Mg | 550.00000 1540.00| 565.00000 1582.00| 564.00000 1579.20 MULCHING MATERIAL | | | 0042 621-06567 4.300 kL | 1.00000 4.30| 1.00000 4.30| 0.65000 2.80 WATER | | | 0043 621-06574 210.000 m2 | 6.50000 1365.00| 9.00000 1890.00| 10.00000 2100.00 SODDING | | | 0044 622-52436 2.000 EACH| 30.00000 60.00| 28.75000 57.50| 50.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 40.000 EACH| 14.00000 560.00| 10.50000 420.00| 11.00000 440.00 SEEDLING | | | 0046 622-98200 4.000 EACH| 30.00000 120.00| 28.75000 115.00| 50.00000 200.00 SIGN, DO NOT DISTURB | | | 0047 701-01849 386.000 m | 86.00000 33196.00| 98.00000 37828.00| 80.00000 30880.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0048 701-07113 52.000 m | 125.00000 6500.00| 160.00000 8320.00| 110.00000 5720.00 PILE, STEEL SHELL, EPXOY COATED, 7.92 mm| | | 0049 701-99086 24.000 EACH| 150.00000 3600.00| 160.00000 3840.00| 160.00000 3840.00 PILE TIP, STEEL SHELL | | | 0050 702-51005 20.000 m3 | 580.00000 11600.00| 450.00000 9000.00| 540.00000 10800.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51100 54.000 kg | 5.00000 270.00| 8.00000 432.00| 22.00000 1188.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0052 702-51110 440.000 kg | 6.00000 2640.00| 3.70000 1628.00| 8.00000 3520.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 500 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,525.28 ROUTE : US 136 CALL ORDER : 500 CONTRACT ID : B -25560-A COUNTIES : HENDRICKS LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1381845 |(3) 35-1523985 |ERBER & MILLIGAN CONSTR. CO.|HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 703-51030 3565.000 kg | 1.40000 4991.00| 1.20000 4278.00| 1.10000 3921.50 REINFORCING STEEL | | | 0054 703-51032 22298.000 kg | 1.42000 31663.16| 1.30000 28987.40| 1.15000 25642.70 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 135.900 m3 | 460.00000 62514.00| 500.00000 67950.00| 500.00000 67950.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH| 1000.00000 4000.00| 1200.00000 4800.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 14.700 m3 | 475.00000 6982.50| 500.00000 7350.00| 680.27000 9999.97 CONCRETE, C, RAILING | | | 0058 707-05982 234.000 m | 230.00000 53820.00| 195.00000 45630.00| 213.68000 50001.12 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0059 709-51821 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 3500.00000 3500.00 SURFACE SEAL | | | 0060 715-05121 40.000 m | 72.50000 2900.00| 60.00000 2400.00| 70.00000 2800.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0061 715-05123 21.000 m | 95.00000 1995.00| 100.00000 2100.00| 100.00000 2100.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0062 715-05407 33.000 m | 10.00000 330.00| 30.00000 990.00| 30.00000 990.00 PIPE, END BENT DRAIN, 150 mm | | | 0063 715-46010 2.000 EACH| 200.00000 400.00| 250.00000 500.00| 200.00000 400.00 PIPE END SECTION, 450 mm | | | 0064 715-46020 2.000 EACH| 275.00000 550.00| 350.00000 700.00| 250.00000 500.00 PIPE END SECTION, 600 mm | | | 0065 801-04308 6.000 EACH| 240.00000 1440.00| 230.00000 1380.00| 250.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06605 12.000 EACH| 80.00000 960.00| 80.50000 966.00| 100.00000 1200.00 BARRICADE, IIIA | | | 0067 801-06606 12.000 EACH| 90.00000 1080.00| 92.00000 1104.00| 120.00000 1440.00 BARRICADE, IIIB | | | 0068 801-06625 17.000 EACH| 95.00000 1615.00| 103.50000 1759.50| 120.00000 2040.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 23.000 EACH| 85.00000 1955.00| 83.40000 1918.20| 100.00000 2300.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 3.000 EACH| 30.00000 90.00| 34.50000 103.50| 50.00000 150.00 CONSTRUCTION SIGN, B | | | 0071 802-76025 0.450 m2 | 250.00000 112.50| 242.00000 108.90| 500.00000 225.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 804-06770 2.000 EACH| 25.00000 50.00| 19.80000 39.60| 24.00000 48.00 DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 500 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,525.28 ROUTE : US 136 CALL ORDER : 500 CONTRACT ID : B -25560-A COUNTIES : HENDRICKS LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1381845 |(3) 35-1523985 |ERBER & MILLIGAN CONSTR. CO.|HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 808-06712 100.000 m | 0.30000 30.00| 0.30000 30.00| 0.29000 29.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 810.000 m | 0.30000 243.00| 0.24000 194.40| 0.24000 194.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 1500.000 m | 0.25000 375.00| 0.24000 360.00| 0.24000 360.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75996 41.000 EACH| 15.00000 615.00| 20.00000 820.00| 20.00000 820.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0077 808-75998 41.000 EACH| 60.00000 2460.00| 63.25000 2593.25| 65.00000 2665.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 470,999.77| $ 483,520.89| $ 499,119.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 470,999.77| $ 483,520.89| $ 499,119.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 500 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,525.28 ROUTE : US 136 CALL ORDER : 500 CONTRACT ID : B -25560-A COUNTIES : HENDRICKS LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-2040801 |(6) 35-1673827 |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|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 9.000 MOS | 1900.00000 17100.00| 1200.00000 10800.00| 800.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5900.00000 5900.00| 10100.00000 10100.00| 14282.00000 14282.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 26000.00000 26000.00| 16300.00000 16300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 3000.00000 3000.00| 11451.00000 11451.00 CLEARING RIGHT OF WAY | | | 0005 202-02189 2.000 EACH| 300.00000 600.00| 50.00000 100.00| 105.00000 210.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-51330 LUMP| 20800.00000 20800.00| 43000.00000 43000.00| 33088.00000 33088.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 198.000 m2 | 11.00000 2178.00| 9.00000 1782.00| 11.34000 2245.32 SURFACE MILLING, ASPHALT | | | 0008 203-02000 460.000 m3 | 21.00000 9660.00| 11.00000 5060.00| 15.99000 7355.40 EXCAVATION, COMMON | | | 0009 203-02070 1126.000 m3 | 13.00000 14638.00| 20.00000 22520.00| 23.91000 26922.66 BORROW | | | 0010 203-51223 184.000 m3 | 18.00000 3312.00| 14.00000 2576.00| 17.82000 3278.88 EXCAVATION, WATERWAY | | | 0011 205-06932 76.000 m | 7.72000 586.72| 12.45000 946.20| 20.92000 1589.92 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 275.000 m | 5.12000 1408.00| 5.75000 1581.25| 5.84000 1606.00 TEMPORARY SILT FENCE | | | 0013 211-02060 58.000 m3 | 31.00000 1798.00| 60.00000 3480.00| 33.19000 1925.02 B BORROW FOR STRUCTURE BACKFILL | | | 0014 211-06467 15.000 m3 | 39.00000 585.00| 60.00000 900.00| 63.35000 950.25 AGGREGATE FOR END BENT BACKFILL | | | 0015 303-52308 888.000 Mg | 17.00000 15096.00| 18.00000 15984.00| 22.49000 19971.12 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05474 265.000 Mg | 46.50000 12322.50| 46.50000 12322.50| 48.08000 12741.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 166.000 Mg | 59.00000 9794.00| 59.00000 9794.00| 49.82000 8270.12 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 181.000 Mg | 55.50000 10045.50| 55.50000 10045.50| 59.62000 10791.22 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 1059.000 m2 | 3.50000 3706.50| 3.50000 3706.50| 4.64000 4913.76 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 500 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,525.28 ROUTE : US 136 CALL ORDER : 500 CONTRACT ID : B -25560-A COUNTIES : HENDRICKS LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-2040801 |(6) 35-1673827 |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05514 31.000 m2 | 33.00000 1023.00| 33.00000 1023.00| 44.91000 1392.21 SEAL COAT, 5 | | | 0021 405-05518 1004.000 m2 | 0.60000 602.40| 0.60000 602.40| 1.24000 1244.96 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2931.000 m2 | 0.10000 293.10| 0.10000 293.10| 0.35000 1025.85 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1020.00000 4080.00| 1020.00000 4080.00| 1212.75000 4851.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01701 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1680.00000 1680.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0025 601-94689 3.000 EACH| 1985.00000 5955.00| 1985.00000 5955.00| 2047.50000 6142.50 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 192.400 m | 29.50000 5675.80| 29.50000 5675.80| 31.19000 6000.96 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 12.000 EACH| 7.00000 84.00| 7.00000 84.00| 10.50000 126.00 BARRIER DELINEATOR | | | 0028 610-05527 200.000 Mg | 49.00000 9800.00| 49.00000 9800.00| 80.48000 16096.00 HMA FOR APPROACHES | | | 0029 610-06259 148.800 m2 | 62.00000 9225.60| 75.00000 11160.00| 76.04000 11314.75 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0030 615-06490 19.000 EACH| 108.00000 2052.00| 108.00000 2052.00| 109.20000 2074.80 RIGHT OF WAY MARKER | | | 0031 615-06500 2.000 EACH| 475.00000 950.00| 475.00000 950.00| 441.00000 882.00 MONUMENT, A | | | 0032 615-06510 1.000 EACH| 275.00000 275.00| 275.00000 275.00| 425.25000 425.25 MONUMENT, C | | | 0033 616-02320 386.000 m2 | 2.75000 1061.50| 2.50000 965.00| 2.05000 791.30 GEOTEXTILES | | | 0034 616-05915 118.000 m2 | 40.00000 4720.00| 47.50000 5605.00| 53.84000 6353.12 FABRIC FORMED CONCRETE REVETMENT MAT | | | 0035 616-06405 236.000 Mg | 28.00000 6608.00| 28.00000 6608.00| 24.74000 5838.64 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 400.00000 800.00| 660.00000 1320.00| 509.25000 1018.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02770 277.000 m2 | 1.74000 481.98| 2.05000 567.85| 2.23000 617.71 EROSION CONTROL BLANKET | | | 0038 621-06545 0.600 Mg | 400.00000 240.00| 710.00000 426.00| 675.15000 405.09 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 500 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,525.28 ROUTE : US 136 CALL ORDER : 500 CONTRACT ID : B -25560-A COUNTIES : HENDRICKS LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-2040801 |(6) 35-1673827 |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06548 2.000 kg | 75.00000 150.00| 55.00000 110.00| 52.08000 104.16 SEED MIXTURE, CV | | | 0040 621-06553 90.000 kg | 6.05000 544.50| 8.90000 801.00| 7.10000 639.00 SEED MIXTURE, R | | | 0041 621-06565 2.800 Mg | 400.00000 1120.00| 520.00000 1456.00| 515.55000 1443.54 MULCHING MATERIAL | | | 0042 621-06567 4.300 kL | 10.00000 43.00| 1.00000 4.30| 0.58000 2.49 WATER | | | 0043 621-06574 210.000 m2 | 3.48000 730.80| 5.90000 1239.00| 8.27000 1736.70 SODDING | | | 0044 622-52436 2.000 EACH| 20.00000 40.00| 26.00000 52.00| 26.25000 52.50 SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 40.000 EACH| 25.00000 1000.00| 13.40000 536.00| 9.49000 379.60 SEEDLING | | | 0046 622-98200 4.000 EACH| 20.00000 80.00| 26.00000 104.00| 26.25000 105.00 SIGN, DO NOT DISTURB | | | 0047 701-01849 386.000 m | 100.00000 38600.00| 100.00000 38600.00| 93.23000 35986.78 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0048 701-07113 52.000 m | 150.00000 7800.00| 225.00000 11700.00| 280.71000 14596.92 PILE, STEEL SHELL, EPXOY COATED, 7.92 mm| | | 0049 701-99086 24.000 EACH| 40.00000 960.00| 250.00000 6000.00| 169.66000 4071.84 PILE TIP, STEEL SHELL | | | 0050 702-51005 20.000 m3 | 960.00000 19200.00| 650.00000 13000.00| 624.86000 12497.20 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51100 54.000 kg | 8.50000 459.00| 10.00000 540.00| 13.20000 712.80 DRAIN PIPE, CAST IRON, 150 mm | | | 0052 702-51110 440.000 kg | 3.50000 1540.00| 5.00000 2200.00| 90.94000 40013.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0053 703-51030 3565.000 kg | 1.05000 3743.25| 1.20000 4278.00| 1.04000 3707.60 REINFORCING STEEL | | | 0054 703-51032 22298.000 kg | 1.15000 25642.70| 1.35000 30102.30| 1.33000 29656.34 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 135.900 m3 | 630.00000 85617.00| 600.00000 81540.00| 480.00000 65232.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH| 1200.00000 4800.00| 1325.00000 5300.00| 955.74000 3822.96 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 14.700 m3 | 550.00000 8085.00| 525.00000 7717.50| 592.96000 8716.51 CONCRETE, C, RAILING | | | 0058 707-05982 234.000 m | 260.00000 60840.00| 280.00000 65520.00| 180.97000 42346.98 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 500 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,525.28 ROUTE : US 136 CALL ORDER : 500 CONTRACT ID : B -25560-A COUNTIES : HENDRICKS LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-2040801 |(6) 35-1673827 |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 709-51821 LUMP| 2930.00000 2930.00| 2930.00000 2930.00| 2740.50000 2740.50 SURFACE SEAL | | | 0060 715-05121 40.000 m | 90.00000 3600.00| 110.00000 4400.00| 72.78000 2911.20 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0061 715-05123 21.000 m | 110.00000 2310.00| 130.00000 2730.00| 118.16000 2481.36 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0062 715-05407 33.000 m | 16.00000 528.00| 25.00000 825.00| 7.47000 246.51 PIPE, END BENT DRAIN, 150 mm | | | 0063 715-46010 2.000 EACH| 275.00000 550.00| 350.00000 700.00| 197.83000 395.66 PIPE END SECTION, 450 mm | | | 0064 715-46020 2.000 EACH| 325.00000 650.00| 400.00000 800.00| 286.03000 572.06 PIPE END SECTION, 600 mm | | | 0065 801-04308 6.000 EACH| 200.00000 1200.00| 200.00000 1200.00| 210.00000 1260.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06605 12.000 EACH| 70.00000 840.00| 70.00000 840.00| 73.50000 882.00 BARRICADE, IIIA | | | 0067 801-06606 12.000 EACH| 80.00000 960.00| 80.00000 960.00| 84.00000 1008.00 BARRICADE, IIIB | | | 0068 801-06625 17.000 EACH| 90.00000 1530.00| 90.00000 1530.00| 94.50000 1606.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 23.000 EACH| 72.50000 1667.50| 72.50000 1667.50| 76.13000 1750.99 CONSTRUCTION SIGN, A | | | 0070 801-06645 3.000 EACH| 30.00000 90.00| 30.00000 90.00| 31.50000 94.50 CONSTRUCTION SIGN, B | | | 0071 802-76025 0.450 m2 | 310.00000 139.50| 310.00000 139.50| 231.00000 103.95 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 804-06770 2.000 EACH| 15.00000 30.00| 15.00000 30.00| 18.90000 37.80 DELINEATOR POST | | | 0073 808-06712 100.000 m | 0.25000 25.00| 0.25000 25.00| 0.26000 26.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 810.000 m | 0.21000 170.10| 0.21000 170.10| 0.22000 178.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 1500.000 m | 0.21000 315.00| 0.21000 315.00| 0.22000 330.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75996 41.000 EACH| 8.00000 328.00| 25.00000 1025.00| 21.00000 861.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0077 808-75998 41.000 EACH| 55.00000 2255.00| 55.00000 2255.00| 57.75000 2367.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 503,070.95| $ 536,072.30| $ 539,051.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 503,070.95| $ 536,072.30| $ 539,051.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 500 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,525.28 ROUTE : US 136 CALL ORDER : 500 CONTRACT ID : B -25560-A COUNTIES : HENDRICKS LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 | | |SMOCK FANSLER CORPORATION | | 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 | 1400.00000 12600.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02189 2.000 EACH| 50.00000 100.00| | BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-51330 LUMP| 25000.00000 25000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 198.000 m2 | 12.00000 2376.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 460.000 m3 | 22.00000 10120.00| | EXCAVATION, COMMON | | | 0009 203-02070 1126.000 m3 | 19.00000 21394.00| | BORROW | | | 0010 203-51223 184.000 m3 | 55.00000 10120.00| | EXCAVATION, WATERWAY | | | 0011 205-06932 76.000 m | 20.00000 1520.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 275.000 m | 7.00000 1925.00| | TEMPORARY SILT FENCE | | | 0013 211-02060 58.000 m3 | 35.00000 2030.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 211-06467 15.000 m3 | 60.00000 900.00| | AGGREGATE FOR END BENT BACKFILL | | | 0015 303-52308 888.000 Mg | 19.00000 16872.00| | COMPACTED AGGREGATE, O, 53 | | | 0016 402-05474 265.000 Mg | 50.00000 13250.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 166.000 Mg | 62.00000 10292.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 181.000 Mg | 60.00000 10860.00| | HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 1059.000 m2 | 4.00000 4236.00| | SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 500 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,525.28 ROUTE : US 136 CALL ORDER : 500 CONTRACT ID : B -25560-A COUNTIES : HENDRICKS LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05514 31.000 m2 | 35.00000 1085.00| | SEAL COAT, 5 | | | 0021 405-05518 1004.000 m2 | 1.00000 1004.00| | ASPHALT FOR PRIME COAT | | | 0022 406-05521 2931.000 m2 | 0.20000 586.20| | ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1169.00000 4676.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01701 1.000 EACH| 1666.00000 1666.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0025 601-94689 3.000 EACH| 2100.00000 6300.00| | GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 192.400 m | 34.00000 6541.60| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 12.000 EACH| 12.00000 144.00| | BARRIER DELINEATOR | | | 0028 610-05527 200.000 Mg | 52.00000 10400.00| | HMA FOR APPROACHES | | | 0029 610-06259 148.800 m2 | 49.00000 7291.20| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0030 615-06490 19.000 EACH| 110.00000 2090.00| | RIGHT OF WAY MARKER | | | 0031 615-06500 2.000 EACH| 444.00000 888.00| | MONUMENT, A | | | 0032 615-06510 1.000 EACH| 410.00000 410.00| | MONUMENT, C | | | 0033 616-02320 386.000 m2 | 3.00000 1158.00| | GEOTEXTILES | | | 0034 616-05915 118.000 m2 | 50.00000 5900.00| | FABRIC FORMED CONCRETE REVETMENT MAT | | | 0035 616-06405 236.000 Mg | 26.00000 6136.00| | RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 500.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02770 277.000 m2 | 3.00000 831.00| | EROSION CONTROL BLANKET | | | 0038 621-06545 0.600 Mg | 650.00000 390.00| | FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 500 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,525.28 ROUTE : US 136 CALL ORDER : 500 CONTRACT ID : B -25560-A COUNTIES : HENDRICKS LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06548 2.000 kg | 55.00000 110.00| | SEED MIXTURE, CV | | | 0040 621-06553 90.000 kg | 7.00000 630.00| | SEED MIXTURE, R | | | 0041 621-06565 2.800 Mg | 520.00000 1456.00| | MULCHING MATERIAL | | | 0042 621-06567 4.300 kL | 1.00000 4.30| | WATER | | | 0043 621-06574 210.000 m2 | 9.00000 1890.00| | SODDING | | | 0044 622-52436 2.000 EACH| 30.00000 60.00| | SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 40.000 EACH| 13.00000 520.00| | SEEDLING | | | 0046 622-98200 4.000 EACH| 28.00000 112.00| | SIGN, DO NOT DISTURB | | | 0047 701-01849 386.000 m | 96.00000 37056.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0048 701-07113 52.000 m | 120.00000 6240.00| | PILE, STEEL SHELL, EPXOY COATED, 7.92 mm| | | 0049 701-99086 24.000 EACH| 53.00000 1272.00| | PILE TIP, STEEL SHELL | | | 0050 702-51005 20.000 m3 | 850.00000 17000.00| | CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51100 54.000 kg | 6.00000 324.00| | DRAIN PIPE, CAST IRON, 150 mm | | | 0052 702-51110 440.000 kg | 6.00000 2640.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0053 703-51030 3565.000 kg | 1.15000 4099.75| | REINFORCING STEEL | | | 0054 703-51032 22298.000 kg | 1.35000 30102.30| | REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 135.900 m3 | 740.00000 100566.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH| 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 14.700 m3 | 555.00000 8158.50| | CONCRETE, C, RAILING | | | 0058 707-05982 234.000 m | 256.00000 59904.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 500 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,525.28 ROUTE : US 136 CALL ORDER : 500 CONTRACT ID : B -25560-A COUNTIES : HENDRICKS LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 709-51821 LUMP| 2900.00000 2900.00| | SURFACE SEAL | | | 0060 715-05121 40.000 m | 65.00000 2600.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0061 715-05123 21.000 m | 95.00000 1995.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0062 715-05407 33.000 m | 9.00000 297.00| | PIPE, END BENT DRAIN, 150 mm | | | 0063 715-46010 2.000 EACH| 450.00000 900.00| | PIPE END SECTION, 450 mm | | | 0064 715-46020 2.000 EACH| 550.00000 1100.00| | PIPE END SECTION, 600 mm | | | 0065 801-04308 6.000 EACH| 210.00000 1260.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06605 12.000 EACH| 90.00000 1080.00| | BARRICADE, IIIA | | | 0067 801-06606 12.000 EACH| 90.00000 1080.00| | BARRICADE, IIIB | | | 0068 801-06625 17.000 EACH| 90.00000 1530.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 23.000 EACH| 90.00000 2070.00| | CONSTRUCTION SIGN, A | | | 0070 801-06645 3.000 EACH| 35.00000 105.00| | CONSTRUCTION SIGN, B | | | 0071 802-76025 0.450 m2 | 230.00000 103.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 804-06770 2.000 EACH| 20.00000 40.00| | DELINEATOR POST | | | 0073 808-06712 100.000 m | 0.26000 26.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 810.000 m | 0.22000 178.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 1500.000 m | 0.22000 330.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75996 41.000 EACH| 34.00000 1394.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0077 808-75998 41.000 EACH| 60.00000 2460.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 557,885.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 557,885.55| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 4 CALL ORDER : 520 CONTRACT ID : B -25655-A COUNTIES : ST. JOSEPH LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 292,017.03 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 304,649.28 104.3258% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 336,556.66 115.2524% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,705.29 ROUTE : SR 56 CALL ORDER : 530 CONTRACT ID : B -25717-A COUNTIES : PIKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0242030 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS $ 687,800.20 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 710,266.60 103.2664% 3 35-1134435 FOERTSCH CONSTRUCTION $ 785,809.51 114.2496% 4 35-1801998 CLR, INC. $ 803,297.85 116.7923% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 866,058.44 125.9171% 6 35-1878024 RAGLE, INC. $ 897,819.25 130.5348% 7 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 982,287.57 142.8158% ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0626844 |(3) 35-1134435 |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 1220.00000 12200.00| 1600.00000 16000.00| 1150.00000 11500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8100.00000 8100.00| 15500.00000 15500.00| 18300.00000 18300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 34300.00000 34300.00| 34750.00000 34750.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13600.00000 13600.00| 10000.00000 10000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 10400.00000 10400.00| 10000.00000 10000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 216.000 m2 | 7.50000 1620.00| 15.00000 3240.00| 7.00000 1512.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 2020.000 m3 | 6.40000 12928.00| 11.60000 23432.00| 8.00000 16160.00 EXCAVATION, COMMON | | | 0008 203-02070 1360.000 m3 | 9.50000 12920.00| 16.45000 22372.00| 9.50000 12920.00 BORROW | | | 0009 203-51223 1200.000 m3 | 8.00000 9600.00| 9.50000 11400.00| 7.50000 9000.00 EXCAVATION, WATERWAY | | | 0010 205-06931 13.800 Mg | 35.00000 483.00| 85.00000 1173.00| 35.00000 483.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 102.000 Mg | 24.00000 2448.00| 34.00000 3468.00| 20.00000 2040.00 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 158.000 m | 5.65000 892.70| 5.85000 924.30| 7.85000 1240.30 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,705.29 ROUTE : SR 56 CALL ORDER : 530 CONTRACT ID : B -25717-A COUNTIES : PIKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0626844 |(3) 35-1134435 |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51230 30.000 m3 | 23.00000 690.00| 160.00000 4800.00| 30.00000 900.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 207-02045 216.000 m3 | 11.00000 2376.00| 20.00000 4320.00| 6.00000 1296.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 213-52830 14.000 m3 | 100.00000 1400.00| 95.00000 1330.00| 100.00000 1400.00 FLOWABLE MORTAR | | | 0016 303-52308 2420.000 Mg | 16.50000 39930.00| 17.50000 42350.00| 18.38000 44479.60 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 865.000 Mg | 41.50000 35897.50| 41.50000 35897.50| 42.33000 36615.45 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1387.000 Mg | 38.40000 53260.80| 38.40000 53260.80| 39.17000 54328.79 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 370.000 Mg | 45.30000 16761.00| 45.30000 16761.00| 46.21000 17097.70 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 181.000 Mg | 55.30000 10009.30| 55.30000 10009.30| 56.41000 10210.21 HMA BASE 25.0 mm, SHOULDER | | | 0021 402-05495 47.000 Mg | 80.00000 3760.00| 80.00000 3760.00| 81.60000 3835.20 HMA WEDGE AND LEVEL | | | 0022 404-05511 1003.000 m2 | 5.00000 5015.00| 5.00000 5015.00| 5.10000 5115.30 SEAL COAT, 2 | | | 0023 405-05518 1003.000 m2 | 0.90000 902.70| 0.90000 902.70| 0.92000 922.76 ASPHALT FOR PRIME COAT | | | 0024 406-05521 5813.000 m2 | 0.10000 581.30| 0.10000 581.30| 0.11000 639.43 ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1224.00000 4896.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-02206 91.400 m | 29.00000 2650.60| 29.00000 2650.60| 32.58000 2977.81 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0027 601-94689 4.000 EACH| 2200.00000 8800.00| 2195.00000 8780.00| 2238.90000 8955.60 GUARDRAIL END TREATMENT, OS | | | 0028 601-97080 4.000 EACH| 1995.00000 7980.00| 1495.00000 5980.00| 2034.90000 8139.60 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 160.000 m | 34.25000 5480.00| 34.25000 5480.00| 34.89000 5582.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 8.000 EACH| 20.00000 160.00| 12.00000 96.00| 10.15000 81.20 BARRIER DELINEATOR | | | 0031 610-05527 59.000 Mg | 70.00000 4130.00| 70.00000 4130.00| 71.40000 4212.60 HMA FOR APPROACHES | | | 0032 610-06259 208.100 m2 | 57.00000 11861.70| 50.00000 10405.00| 62.00000 12902.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 530 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,705.29 ROUTE : SR 56 CALL ORDER : 530 CONTRACT ID : B -25717-A COUNTIES : PIKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0626844 |(3) 35-1134435 |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 615-06490 9.000 EACH| 88.00000 792.00| 88.00000 792.00| 89.76000 807.84 RIGHT OF WAY MARKER | | | 0034 615-06505 4.000 EACH| 495.00000 1980.00| 495.00000 1980.00| 504.90000 2019.60 MONUMENT, B | | | 0035 615-06515 1.000 EACH| 115.00000 115.00| 115.00000 115.00| 117.30000 117.30 MONUMENT, D | | | 0036 616-02320 1501.000 m2 | 2.70000 4052.70| 3.15000 4728.15| 1.90000 2851.90 GEOTEXTILES | | | 0037 616-06405 1520.000 Mg | 16.50000 25080.00| 22.00000 33440.00| 21.00000 31920.00 RIPRAP, REVETMENT | | | 0038 616-06451 59.000 Mg | 16.50000 973.50| 26.00000 1534.00| 22.50000 1327.50 RIPRAP, UNIFORM | | | 0039 621-01004 2.000 EACH| 660.00000 1320.00| 660.00000 1320.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 1.200 Mg | 555.00000 666.00| 555.00000 666.00| 510.00000 612.00 FERTILIZER | | | 0041 621-06548 4.000 kg | 58.00000 232.00| 58.00000 232.00| 50.00000 200.00 SEED MIXTURE, CV | | | 0042 621-06553 182.000 kg | 8.10000 1474.20| 8.10000 1474.20| 8.00000 1456.00 SEED MIXTURE, R | | | 0043 621-06557 138.000 kg | 11.20000 1545.60| 11.20000 1545.60| 10.00000 1380.00 SEED MIXTURE, T | | | 0044 621-06565 11.200 Mg | 460.00000 5152.00| 460.00000 5152.00| 510.00000 5712.00 MULCHING MATERIAL | | | 0045 621-06567 0.800 kL | 1.00000 0.80| 1.00000 0.80| 1.00000 0.80 WATER | | | 0046 621-06574 43.000 m2 | 8.90000 382.70| 13.00000 559.00| 7.50000 322.50 SODDING | | | 0047 622-52436 5.000 EACH| 26.00000 130.00| 26.00000 130.00| 23.10000 115.50 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 185.000 EACH| 11.20000 2072.00| 11.20000 2072.00| 11.00000 2035.00 SEEDLING | | | 0049 701-51195 334.600 m | 95.00000 31787.00| 58.00000 19406.80| 95.00000 31787.00 PILE, STEEL H, HP 310 X 79 | | | 0050 701-91792 26.000 EACH| 95.00000 2470.00| 97.00000 2522.00| 110.00000 2860.00 PILE TIP, STEEL H | | | 0051 701-92043 64.800 m | 220.00000 14256.00| 270.00000 17496.00| 1100.00000 71280.00 CORED HOLE IN ROCK, 457 mm | | | 0052 701-97874 77.000 m | 140.00000 10780.00| 98.00000 7546.00| 225.00000 17325.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 530 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,705.29 ROUTE : SR 56 CALL ORDER : 530 CONTRACT ID : B -25717-A COUNTIES : PIKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0626844 |(3) 35-1134435 |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 703-51030 15420.000 kg | 1.05000 16191.00| 1.20000 18504.00| 1.20000 18504.00 REINFORCING STEEL | | | 0054 703-51032 16463.000 kg | 1.20000 19755.60| 1.35000 22225.05| 1.35000 22225.05 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 224.400 m3 | 365.00000 81906.00| 425.00000 95370.00| 475.00000 106590.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH| 1200.00000 4800.00| 935.00000 3740.00| 1224.00000 4896.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 14.400 m3 | 300.00000 4320.00| 665.00000 9576.00| 536.52000 7725.89 CONCRETE, C, RAILING | | | 0058 709-51821 LUMP| 3500.00000 3500.00| 2680.00000 2680.00| 3570.00000 3570.00 SURFACE SEAL | | | 0059 713-51335 LUMP| 91000.00000 91000.00| 54000.00000 54000.00| 66000.00000 66000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0060 715-05173 32.500 m | 100.00000 3250.00| 200.00000 6500.00| 150.00000 4875.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0061 715-46020 4.000 EACH| 335.00000 1340.00| 380.00000 1520.00| 425.00000 1700.00 PIPE END SECTION, 600 mm | | | 0062 801-04308 2.000 EACH| 295.00000 590.00| 295.00000 590.00| 300.90000 601.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06203 1750.000 m | 1.00000 1750.00| 0.96000 1680.00| 0.94000 1645.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0064 801-06207 2133.000 m | 3.00000 6399.00| 2.90000 6185.70| 2.96000 6313.68 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0065 801-06605 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| 204.00000 1632.00 BARRICADE, IIIA | | | 0066 801-06640 17.000 EACH| 90.00000 1530.00| 90.00000 1530.00| 91.80000 1560.60 CONSTRUCTION SIGN, A | | | 0067 801-06645 10.000 EACH| 40.00000 400.00| 40.00000 400.00| 40.80000 408.00 CONSTRUCTION SIGN, B | | | 0068 801-06649 54.000 EACH| 10.00000 540.00| 9.90000 534.60| 10.10000 545.40 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0069 808-06703 700.000 m | 1.20000 840.00| 1.18000 826.00| 1.20000 840.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0070 808-75245 3815.000 m | 1.20000 4578.00| 1.18000 4501.70| 1.20000 4578.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0071 808-75996 30.000 EACH| 17.05000 511.50| 7.45000 223.50| 61.20000 1836.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 530 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,705.29 ROUTE : SR 56 CALL ORDER : 530 CONTRACT ID : B -25717-A COUNTIES : PIKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0626844 |(3) 35-1134435 |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-75998 30.000 EACH| 60.00000 1800.00| 60.00000 1800.00| 63.00000 1890.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 687,800.20| $ 710,266.60| $ 785,809.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 687,800.20| $ 710,266.60| $ 785,809.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 530 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,705.29 ROUTE : SR 56 CALL ORDER : 530 CONTRACT ID : B -25717-A COUNTIES : PIKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-2040801 |(6) 35-1878024 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 1200.00000 12000.00| 1200.00000 12000.00| 1000.00000 10000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15300.00000 15300.00| 15000.00000 15000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14000.00000 14000.00| 29500.00000 29500.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 14000.00000 14000.00| 30000.00000 30000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 216.000 m2 | 11.00000 2376.00| 10.00000 2160.00| 8.25000 1782.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 2020.000 m3 | 10.00000 20200.00| 17.50000 35350.00| 15.00000 30300.00 EXCAVATION, COMMON | | | 0008 203-02070 1360.000 m3 | 10.50000 14280.00| 12.75000 17340.00| 16.00000 21760.00 BORROW | | | 0009 203-51223 1200.000 m3 | 5.00000 6000.00| 7.50000 9000.00| 8.00000 9600.00 EXCAVATION, WATERWAY | | | 0010 205-06931 13.800 Mg | 30.00000 414.00| 55.00000 759.00| 25.00000 345.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 102.000 Mg | 20.00000 2040.00| 29.00000 2958.00| 25.00000 2550.00 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 158.000 m | 4.00000 632.00| 5.65000 892.70| 3.50000 553.00 TEMPORARY SILT FENCE | | | 0013 206-51230 30.000 m3 | 40.00000 1200.00| 35.00000 1050.00| 13.00000 390.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 207-02045 216.000 m3 | 9.00000 1944.00| 11.00000 2376.00| 4.50000 972.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 213-52830 14.000 m3 | 140.00000 1960.00| 140.00000 1960.00| 160.00000 2240.00 FLOWABLE MORTAR | | | 0016 303-52308 2420.000 Mg | 17.50000 42350.00| 18.00000 43560.00| 17.50000 42350.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 865.000 Mg | 45.00000 38925.00| 36.00000 31140.00| 41.50000 35897.50 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1387.000 Mg | 45.90000 63663.30| 38.00000 52706.00| 38.40000 53260.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 370.000 Mg | 65.00000 24050.00| 43.00000 15910.00| 45.30000 16761.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 181.000 Mg | 55.00000 9955.00| 44.00000 7964.00| 55.30000 10009.30 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 530 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,705.29 ROUTE : SR 56 CALL ORDER : 530 CONTRACT ID : B -25717-A COUNTIES : PIKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-2040801 |(6) 35-1878024 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05495 47.000 Mg | 75.00000 3525.00| 53.00000 2491.00| 80.00000 3760.00 HMA WEDGE AND LEVEL | | | 0022 404-05511 1003.000 m2 | 4.50000 4513.50| 3.00000 3009.00| 5.00000 5015.00 SEAL COAT, 2 | | | 0023 405-05518 1003.000 m2 | 1.60000 1604.80| 1.00000 1003.00| 0.90000 902.70 ASPHALT FOR PRIME COAT | | | 0024 406-05521 5813.000 m2 | 0.20000 1162.60| 0.10000 581.30| 0.10000 581.30 ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1320.00000 5280.00| 1225.00000 4900.00| 1225.00000 4900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-02206 91.400 m | 31.50000 2879.10| 41.00000 3747.40| 41.00000 3747.40 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0027 601-94689 4.000 EACH| 2425.00000 9700.00| 2100.00000 8400.00| 2100.00000 8400.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-97080 4.000 EACH| 1650.00000 6600.00| 1625.00000 6500.00| 1625.00000 6500.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 160.000 m | 37.50000 6000.00| 30.25000 4840.00| 30.25000 4840.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 8.000 EACH| 27.00000 216.00| 7.00000 56.00| 7.00000 56.00 BARRIER DELINEATOR | | | 0031 610-05527 59.000 Mg | 70.00000 4130.00| 60.00000 3540.00| 70.00000 4130.00 HMA FOR APPROACHES | | | 0032 610-06259 208.100 m2 | 72.00000 14983.20| 71.00000 14775.10| 60.00000 12486.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0033 615-06490 9.000 EACH| 95.00000 855.00| 108.00000 972.00| 108.00000 972.00 RIGHT OF WAY MARKER | | | 0034 615-06505 4.000 EACH| 545.00000 2180.00| 445.00000 1780.00| 445.00000 1780.00 MONUMENT, B | | | 0035 615-06515 1.000 EACH| 125.00000 125.00| 145.00000 145.00| 145.00000 145.00 MONUMENT, D | | | 0036 616-02320 1501.000 m2 | 2.30000 3452.30| 3.00000 4503.00| 2.00000 3002.00 GEOTEXTILES | | | 0037 616-06405 1520.000 Mg | 15.00000 22800.00| 23.00000 34960.00| 18.50000 28120.00 RIPRAP, REVETMENT | | | 0038 616-06451 59.000 Mg | 34.00000 2006.00| 29.00000 1711.00| 18.50000 1091.50 RIPRAP, UNIFORM | | | 0039 621-01004 2.000 EACH| 725.00000 1450.00| 660.00000 1320.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 530 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,705.29 ROUTE : SR 56 CALL ORDER : 530 CONTRACT ID : B -25717-A COUNTIES : PIKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-2040801 |(6) 35-1878024 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06545 1.200 Mg | 900.00000 1080.00| 555.00000 666.00| 555.00000 666.00 FERTILIZER | | | 0041 621-06548 4.000 kg | 64.00000 256.00| 58.00000 232.00| 58.00000 232.00 SEED MIXTURE, CV | | | 0042 621-06553 182.000 kg | 8.75000 1592.50| 8.10000 1474.20| 8.10000 1474.20 SEED MIXTURE, R | | | 0043 621-06557 138.000 kg | 12.00000 1656.00| 11.20000 1545.60| 11.20000 1545.60 SEED MIXTURE, T | | | 0044 621-06565 11.200 Mg | 505.00000 5656.00| 460.00000 5152.00| 460.00000 5152.00 MULCHING MATERIAL | | | 0045 621-06567 0.800 kL | 1.00000 0.80| 1.00000 0.80| 1.00000 0.80 WATER | | | 0046 621-06574 43.000 m2 | 13.00000 559.00| 8.90000 382.70| 8.90000 382.70 SODDING | | | 0047 622-52436 5.000 EACH| 28.00000 140.00| 26.00000 130.00| 26.00000 130.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 185.000 EACH| 12.00000 2220.00| 11.20000 2072.00| 11.20000 2072.00 SEEDLING | | | 0049 701-51195 334.600 m | 115.00000 38479.00| 100.00000 33460.00| 75.00000 25095.00 PILE, STEEL H, HP 310 X 79 | | | 0050 701-91792 26.000 EACH| 105.00000 2730.00| 100.00000 2600.00| 150.00000 3900.00 PILE TIP, STEEL H | | | 0051 701-92043 64.800 m | 415.00000 26892.00| 650.00000 42120.00| 1100.00000 71280.00 CORED HOLE IN ROCK, 457 mm | | | 0052 701-97874 77.000 m | 235.00000 18095.00| 400.00000 30800.00| 250.00000 19250.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0053 703-51030 15420.000 kg | 1.05000 16191.00| 1.30000 20046.00| 1.30000 20046.00 REINFORCING STEEL | | | 0054 703-51032 16463.000 kg | 1.45000 23871.35| 1.50000 24694.50| 1.40000 23048.20 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 224.400 m3 | 520.00000 116688.00| 450.00000 100980.00| 500.00000 112200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH| 1325.00000 5300.00| 1250.00000 5000.00| 650.00000 2600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 14.400 m3 | 580.00000 8352.00| 500.00000 7200.00| 400.00000 5760.00 CONCRETE, C, RAILING | | | 0058 709-51821 LUMP| 2900.00000 2900.00| 3000.00000 3000.00| 2700.00000 2700.00 SURFACE SEAL | | | 0059 713-51335 LUMP| 85000.00000 85000.00| 107000.00000 107000.00| 155500.00000 155500.00 TEMPORARY BRIDGE AND APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 530 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,705.29 ROUTE : SR 56 CALL ORDER : 530 CONTRACT ID : B -25717-A COUNTIES : PIKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-2040801 |(6) 35-1878024 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05173 32.500 m | 110.00000 3575.00| 130.00000 4225.00| 120.00000 3900.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0061 715-46020 4.000 EACH| 425.00000 1700.00| 525.00000 2100.00| 542.00000 2168.00 PIPE END SECTION, 600 mm | | | 0062 801-04308 2.000 EACH| 325.00000 650.00| 250.00000 500.00| 350.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06203 1750.000 m | 1.02000 1785.00| 1.35000 2362.50| 0.90000 1575.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0064 801-06207 2133.000 m | 2.90000 6185.70| 3.28000 6996.24| 3.15000 6718.95 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0065 801-06605 8.000 EACH| 200.00000 1600.00| 150.00000 1200.00| 105.00000 840.00 BARRICADE, IIIA | | | 0066 801-06640 17.000 EACH| 130.00000 2210.00| 115.00000 1955.00| 139.00000 2363.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 10.000 EACH| 40.00000 400.00| 45.00000 450.00| 53.00000 530.00 CONSTRUCTION SIGN, B | | | 0068 801-06649 54.000 EACH| 10.00000 540.00| 5.00000 270.00| 5.00000 270.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0069 808-06703 700.000 m | 1.70000 1190.00| 0.96000 672.00| 1.02000 714.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0070 808-75245 3815.000 m | 1.18000 4501.70| 0.96000 3662.40| 1.02000 3891.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0071 808-75996 30.000 EACH| 20.00000 600.00| 15.00000 450.00| 15.00000 450.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0072 808-75998 30.000 EACH| 65.00000 1950.00| 60.00000 1800.00| 71.50000 2145.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 803,297.85| $ 866,058.44| $ 897,819.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 803,297.85| $ 866,058.44| $ 897,819.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 530 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,705.29 ROUTE : SR 56 CALL ORDER : 530 CONTRACT ID : B -25717-A COUNTIES : PIKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 1935.00000 19350.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 26000.00000 26000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 48000.00000 48000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13400.00000 13400.00| | CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 23580.00000 23580.00| | PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 216.000 m2 | 7.60000 1641.60| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 2020.000 m3 | 12.30000 24846.00| | EXCAVATION, COMMON | | | 0008 203-02070 1360.000 m3 | 14.60000 19856.00| | BORROW | | | 0009 203-51223 1200.000 m3 | 18.50000 22200.00| | EXCAVATION, WATERWAY | | | 0010 205-06931 13.800 Mg | 46.00000 634.80| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 102.000 Mg | 9.50000 969.00| | TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 158.000 m | 6.00000 948.00| | TEMPORARY SILT FENCE | | | 0013 206-51230 30.000 m3 | 29.00000 870.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 207-02045 216.000 m3 | 11.20000 2419.20| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 213-52830 14.000 m3 | 147.00000 2058.00| | FLOWABLE MORTAR | | | 0016 303-52308 2420.000 Mg | 23.70000 57354.00| | COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 865.000 Mg | 49.00000 42385.00| | HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1387.000 Mg | 45.00000 62415.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 370.000 Mg | 58.00000 21460.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 181.000 Mg | 49.00000 8869.00| | HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 530 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,705.29 ROUTE : SR 56 CALL ORDER : 530 CONTRACT ID : B -25717-A COUNTIES : PIKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05495 47.000 Mg | 60.00000 2820.00| | HMA WEDGE AND LEVEL | | | 0022 404-05511 1003.000 m2 | 3.50000 3510.50| | SEAL COAT, 2 | | | 0023 405-05518 1003.000 m2 | 1.50000 1504.50| | ASPHALT FOR PRIME COAT | | | 0024 406-05521 5813.000 m2 | 0.15000 871.95| | ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1260.00000 5040.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-02206 91.400 m | 33.00000 3016.20| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0027 601-94689 4.000 EACH| 2300.00000 9200.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-97080 4.000 EACH| 2095.00000 8380.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 160.000 m | 36.00000 5760.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 8.000 EACH| 11.00000 88.00| | BARRIER DELINEATOR | | | 0031 610-05527 59.000 Mg | 64.00000 3776.00| | HMA FOR APPROACHES | | | 0032 610-06259 208.100 m2 | 63.00000 13110.30| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0033 615-06490 9.000 EACH| 92.00000 828.00| | RIGHT OF WAY MARKER | | | 0034 615-06505 4.000 EACH| 530.00000 2120.00| | MONUMENT, B | | | 0035 615-06515 1.000 EACH| 125.00000 125.00| | MONUMENT, D | | | 0036 616-02320 1501.000 m2 | 2.30000 3452.30| | GEOTEXTILES | | | 0037 616-06405 1520.000 Mg | 27.00000 41040.00| | RIPRAP, REVETMENT | | | 0038 616-06451 59.000 Mg | 32.00000 1888.00| | RIPRAP, UNIFORM | | | 0039 621-01004 2.000 EACH| 680.00000 1360.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 530 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,705.29 ROUTE : SR 56 CALL ORDER : 530 CONTRACT ID : B -25717-A COUNTIES : PIKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06545 1.200 Mg | 580.00000 696.00| | FERTILIZER | | | 0041 621-06548 4.000 kg | 60.00000 240.00| | SEED MIXTURE, CV | | | 0042 621-06553 182.000 kg | 9.00000 1638.00| | SEED MIXTURE, R | | | 0043 621-06557 138.000 kg | 12.00000 1656.00| | SEED MIXTURE, T | | | 0044 621-06565 11.200 Mg | 480.00000 5376.00| | MULCHING MATERIAL | | | 0045 621-06567 0.800 kL | 1.00000 0.80| | WATER | | | 0046 621-06574 43.000 m2 | 9.00000 387.00| | SODDING | | | 0047 622-52436 5.000 EACH| 28.00000 140.00| | SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 185.000 EACH| 12.00000 2220.00| | SEEDLING | | | 0049 701-51195 334.600 m | 127.00000 42494.20| | PILE, STEEL H, HP 310 X 79 | | | 0050 701-91792 26.000 EACH| 142.00000 3692.00| | PILE TIP, STEEL H | | | 0051 701-92043 64.800 m | 265.00000 17172.00| | CORED HOLE IN ROCK, 457 mm | | | 0052 701-97874 77.000 m | 212.00000 16324.00| | PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0053 703-51030 15420.000 kg | 1.82000 28064.40| | REINFORCING STEEL | | | 0054 703-51032 16463.000 kg | 1.94000 31938.22| | REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 224.400 m3 | 449.00000 100755.60| | CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH| 1460.00000 5840.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 14.400 m3 | 485.00000 6984.00| | CONCRETE, C, RAILING | | | 0058 709-51821 LUMP| 3800.00000 3800.00| | SURFACE SEAL | | | 0059 713-51335 LUMP| 179000.00000 179000.00| | TEMPORARY BRIDGE AND APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 530 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,705.29 ROUTE : SR 56 CALL ORDER : 530 CONTRACT ID : B -25717-A COUNTIES : PIKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05173 32.500 m | 94.00000 3055.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0061 715-46020 4.000 EACH| 350.00000 1400.00| | PIPE END SECTION, 600 mm | | | 0062 801-04308 2.000 EACH| 310.00000 620.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06203 1750.000 m | 1.00000 1750.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0064 801-06207 2133.000 m | 3.00000 6399.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0065 801-06605 8.000 EACH| 212.00000 1696.00| | BARRICADE, IIIA | | | 0066 801-06640 17.000 EACH| 95.00000 1615.00| | CONSTRUCTION SIGN, A | | | 0067 801-06645 10.000 EACH| 42.00000 420.00| | CONSTRUCTION SIGN, B | | | 0068 801-06649 54.000 EACH| 10.00000 540.00| | TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0069 808-06703 700.000 m | 1.20000 840.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0070 808-75245 3815.000 m | 1.20000 4578.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0071 808-75996 30.000 EACH| 65.00000 1950.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0072 808-75998 30.000 EACH| 62.00000 1860.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 982,287.57| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 982,287.57| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,598.56 ROUTE : SR 66 CALL ORDER : 540 CONTRACT ID : B -25748-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3262010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 269,389.55 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 288,820.65 107.2130% 3 35-2072438 T D & O LLC $ 297,533.80 110.4474% 4 35-1878024 RAGLE, INC. $ 306,964.20 113.9480% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 313,400.00 116.3371% 6 35-0626844 RUDOLPH, J.H. & CO $ 317,684.15 117.9274% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-2072438 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1000.00000 8000.00| 1250.00000 10000.00| 1200.00000 9600.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13250.00000 13250.00| 14440.00000 14440.00| 14000.00000 14000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 187.000 SYS | 16.00000 2992.00| 14.00000 2618.00| 10.00000 1870.00 PAVEMENT, REMOVE | | | 0006 202-02241 646.800 LFT | 3.50000 2263.80| 4.00000 2587.20| 5.00000 3234.00 GUARDRAIL, REMOVE | | | 0007 202-02272 60.000 LFT | 7.50000 450.00| 3.50000 210.00| 5.00000 300.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 28900.00000 28900.00| 18000.00000 18000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 587.000 SYS | 6.00000 3522.00| 3.50000 2054.50| 4.50000 2641.50 SURFACE MILLING, ASPHALT | | | 0010 203-02070 25.000 CYS | 15.00000 375.00| 12.00000 300.00| 20.00000 500.00 BORROW | | | 0011 303-52308 70.000 TON | 20.00000 1400.00| 33.00000 2310.00| 20.00000 1400.00 COMPACTED AGGREGATE, O, 53 | | | 0012 406-05521 1560.000 SYS | 0.30000 468.00| 0.32000 499.20| 0.40000 624.00 ASPHALT FOR TACK COAT | | | 0013 601-01522 4.000 EACH| 1425.00000 5700.00| 1400.00000 5600.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,598.56 ROUTE : SR 66 CALL ORDER : 540 CONTRACT ID : B -25748-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-2072438 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-07023 2.000 EACH| 4000.00000 8000.00| 4500.00000 9000.00| 4000.00000 8000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0015 601-94689 2.000 EACH| 2225.00000 4450.00| 2200.00000 4400.00| 2500.00000 5000.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 400.000 LFT | 10.00000 4000.00| 11.00000 4400.00| 20.00000 8000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0017 602-06639 620.000 LFT | 17.50000 10850.00| 26.00000 16120.00| 40.00000 24800.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06729 26.000 EACH| 10.00000 260.00| 11.00000 286.00| 7.00000 182.00 BARRIER DELINEATOR | | | 0019 610-05527 296.000 TON | 80.00000 23680.00| 72.00000 21312.00| 71.00000 21016.00 HMA FOR APPROACHES | | | 0020 610-06259 209.400 SYS | 55.00000 11517.00| 75.00000 15705.00| 60.00000 12564.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0021 616-02320 46.000 SYS | 3.00000 138.00| 6.00000 276.00| 3.00000 138.00 GEOTEXTILES | | | 0022 616-06405 20.000 TON | 24.00000 480.00| 35.00000 700.00| 30.00000 600.00 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 250.00000 250.00| 660.00000 660.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 1000.000 SYS | 1.00000 1000.00| 1.20000 1200.00| 1.35000 1350.00 MULCHED SEEDING, R | | | 0025 703-51030 5035.000 LBS | 0.75000 3776.25| 0.90000 4531.50| 1.00000 5035.00 REINFORCING STEEL | | | 0026 703-51032 13996.000 LBS | 0.75000 10497.00| 1.00000 13996.00| 1.30000 18194.80 REINFORCING STEEL, EPOXY COATED | | | 0027 703-97936 144.000 EACH| 11.00000 1584.00| 12.00000 1728.00| 10.00000 1440.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 704-51002 19.400 CYS | 750.00000 14550.00| 800.00000 15520.00| 475.00000 9215.00 CONCRETE, C, SUPERSTRUCTURE | | | 0029 706-05732 4.000 EACH| 1000.00000 4000.00| 1400.00000 5600.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 425.000 LFT | 39.00000 16575.00| 36.00000 15300.00| 40.00000 17000.00 CONCRETE, C, RAILING | | | 0031 709-51821 LUMP| 3500.00000 3500.00| 3600.00000 3600.00| 3600.00000 3600.00 SURFACE SEAL | | | 0032 722-51401 150.000 SFT | 10.00000 1500.00| 11.00000 1650.00| 20.00000 3000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0033 722-51842 745.000 SYS | 47.50000 35387.50| 55.00000 40975.00| 45.00000 33525.00 BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 540 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,598.56 ROUTE : SR 66 CALL ORDER : 540 CONTRACT ID : B -25748-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-2072438 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 722-51846 14.200 CYS | 300.00000 4260.00| 300.00000 4260.00| 300.00000 4260.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0035 722-51852 1510.000 SFT | 5.00000 7550.00| 5.00000 7550.00| 5.00000 7550.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 722-60824 668.000 SYS | 6.00000 4008.00| 8.00000 5344.00| 4.50000 3006.00 SURFACE MILLING | | | 0037 724-03276 70.000 LFT | 50.00000 3500.00| 60.00000 4200.00| 45.00000 3150.00 EXPANSION JOINT SEALING SYSTEM | | | 0038 729-51875 54.000 SFT | 25.00000 1350.00| 34.00000 1836.00| 10.00000 540.00 CONCRETE, A, PATCHING | | | 0039 801-01851 LUMP| 10000.00000 10000.00| 11000.00000 11000.00| 17000.00000 17000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-06207 3034.000 LFT | 1.00000 3034.00| 1.05000 3185.70| 1.25000 3792.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06640 20.000 EACH| 100.00000 2000.00| 80.00000 1600.00| 80.00000 1600.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 6.000 EACH| 45.00000 270.00| 44.00000 264.00| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 4500.00000 4500.00| 10000.00000 10000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0044 808-06713 1490.000 LFT | 0.45000 670.50| 0.27000 402.30| 0.25000 372.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-06714 1490.000 LFT | 0.45000 670.50| 0.27000 402.30| 0.25000 372.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0046 808-06716 1261.000 LFT | 1.00000 1261.00| 0.95000 1197.95| 1.00000 1261.00 LINE, REMOVE | | | SECTION TOTALS | $ 269,389.55| $ 288,820.65| $ 297,533.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 269,389.55| $ 288,820.65| $ 297,533.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 540 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,598.56 ROUTE : SR 66 CALL ORDER : 540 CONTRACT ID : B -25748-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 |(6) 35-0626844 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 500.00000 4000.00| 1350.00000 10800.00| 1800.00000 14400.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1500.00000 1500.00| 6000.00000 6000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 15500.00000 15500.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4500.00000 4500.00| 2000.00000 2000.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 187.000 SYS | 17.00000 3179.00| 23.00000 4301.00| 33.00000 6171.00 PAVEMENT, REMOVE | | | 0006 202-02241 646.800 LFT | 3.00000 1940.40| 3.30000 2134.44| 4.75000 3072.30 GUARDRAIL, REMOVE | | | 0007 202-02272 60.000 LFT | 6.00000 360.00| 6.79000 407.40| 16.00000 960.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 41000.00000 41000.00| 35500.00000 35500.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 587.000 SYS | 4.50000 2641.50| 6.50000 3815.50| 8.00000 4696.00 SURFACE MILLING, ASPHALT | | | 0010 203-02070 25.000 CYS | 35.00000 875.00| 40.00000 1000.00| 100.00000 2500.00 BORROW | | | 0011 303-52308 70.000 TON | 18.00000 1260.00| 34.00000 2380.00| 45.00000 3150.00 COMPACTED AGGREGATE, O, 53 | | | 0012 406-05521 1560.000 SYS | 0.30000 468.00| 0.25000 390.00| 0.30000 468.00 ASPHALT FOR TACK COAT | | | 0013 601-01522 4.000 EACH| 1325.00000 5300.00| 1325.00000 5300.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-07023 2.000 EACH| 6400.00000 12800.00| 6400.00000 12800.00| 3600.00000 7200.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0015 601-94689 2.000 EACH| 2125.00000 4250.00| 2125.00000 4250.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 400.000 LFT | 9.00000 3600.00| 9.00000 3600.00| 20.00000 8000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0017 602-06639 620.000 LFT | 32.00000 19840.00| 25.00000 15500.00| 43.00000 26660.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06729 26.000 EACH| 7.00000 182.00| 10.00000 260.00| 10.00000 260.00 BARRIER DELINEATOR | | | 0019 610-05527 296.000 TON | 88.00000 26048.00| 65.50000 19388.00| 85.00000 25160.00 HMA FOR APPROACHES | | | 0020 610-06259 209.400 SYS | 55.00000 11517.00| 60.00000 12564.00| 85.00000 17799.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 540 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,598.56 ROUTE : SR 66 CALL ORDER : 540 CONTRACT ID : B -25748-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 |(6) 35-0626844 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 616-02320 46.000 SYS | 2.50000 115.00| 4.50000 207.00| 4.50000 207.00 GEOTEXTILES | | | 0022 616-06405 20.000 TON | 21.00000 420.00| 50.00000 1000.00| 35.00000 700.00 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 300.00000 300.00| 650.00000 650.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 1000.000 SYS | 1.75000 1750.00| 1.15000 1150.00| 1.15000 1150.00 MULCHED SEEDING, R | | | 0025 703-51030 5035.000 LBS | 0.65000 3272.75| 0.70000 3524.50| 0.65000 3272.75 REINFORCING STEEL | | | 0026 703-51032 13996.000 LBS | 0.75000 10497.00| 0.80000 11196.80| 0.75000 10497.00 REINFORCING STEEL, EPOXY COATED | | | 0027 703-97936 144.000 EACH| 8.00000 1152.00| 10.00000 1440.00| 13.00000 1872.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 704-51002 19.400 CYS | 550.00000 10670.00| 850.00000 16490.00| 665.00000 12901.00 CONCRETE, C, SUPERSTRUCTURE | | | 0029 706-05732 4.000 EACH| 800.00000 3200.00| 1350.00000 5400.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 425.000 LFT | 30.00000 12750.00| 40.00000 17000.00| 45.00000 19125.00 CONCRETE, C, RAILING | | | 0031 709-51821 LUMP| 3600.00000 3600.00| 3250.00000 3250.00| 3250.00000 3250.00 SURFACE SEAL | | | 0032 722-51401 150.000 SFT | 16.00000 2400.00| 33.50000 5025.00| 21.00000 3150.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0033 722-51842 745.000 SYS | 42.00000 31290.00| 55.00000 40975.00| 47.00000 35015.00 BRIDGE DECK OVERLAY | | | 0034 722-51846 14.200 CYS | 300.00000 4260.00| 300.00000 4260.00| 300.00000 4260.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0035 722-51852 1510.000 SFT | 5.00000 7550.00| 5.50000 8305.00| 8.00000 12080.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 722-60824 668.000 SYS | 4.50000 3006.00| 6.50000 4342.00| 8.00000 5344.00 SURFACE MILLING | | | 0037 724-03276 70.000 LFT | 90.00000 6300.00| 95.00000 6650.00| 90.00000 6300.00 EXPANSION JOINT SEALING SYSTEM | | | 0038 729-51875 54.000 SFT | 31.00000 1674.00| 55.00000 2970.00| 35.00000 1890.00 CONCRETE, A, PATCHING | | | 0039 801-01851 LUMP| 32000.00000 32000.00| 12000.00000 12000.00| 13500.00000 13500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-06207 3034.000 LFT | 1.00000 3034.00| 1.00000 3034.00| 1.00000 3034.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 540 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,598.56 ROUTE : SR 66 CALL ORDER : 540 CONTRACT ID : B -25748-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 |(6) 35-0626844 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06640 20.000 EACH| 129.00000 2580.00| 75.00000 1500.00| 75.00000 1500.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 6.000 EACH| 47.00000 282.00| 45.00000 270.00| 40.00000 240.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 2300.00000 2300.00| 2434.61000 2434.61| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0044 808-06713 1490.000 LFT | 0.37000 551.30| 0.50000 745.00| 0.24000 357.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-06714 1490.000 LFT | 0.37000 551.30| 0.50000 745.00| 0.24000 357.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0046 808-06716 1261.000 LFT | 0.95000 1197.95| 0.75000 945.75| 0.90000 1134.90 LINE, REMOVE | | | SECTION TOTALS | $ 306,964.20| $ 313,400.00| $ 317,684.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 306,964.20| $ 313,400.00| $ 317,684.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 384,213.34 ROUTE : US 136 CALL ORDER : 570 CONTRACT ID : B -25860-A COUNTIES : FOUNTAIN LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4823006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1447641 STRUCTURE CONTRACTORS $ 318,285.35 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 378,532.36 118.9286% 3 35-1673827 HENDERSON, H.E., INC. CONDITIONAL BID $ 409,624.92 128.6973% ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1523985 |(3) 35-1673827 |STRUCTURE CONTRACTORS |WIRTZ & YATES, INC. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 4.000 MOS | 1300.00000 5200.00| 1200.00000 4800.00| 1050.00000 4200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 6000.00000 6000.00| 4201.00000 4201.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15900.00000 15900.00| 15000.00000 15000.00| 26615.00000 26615.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02236 231.000 m2 | 10.00000 2310.00| 10.00000 2310.00| 8.34000 1926.54 SURFACE, REMOVE | | | 0005 202-02240 133.000 m2 | 35.00000 4655.00| 15.00000 1995.00| 56.70000 7541.10 PAVEMENT, REMOVE | | | 0006 202-02241 38.000 m | 6.00000 228.00| 16.50000 627.00| 6.30000 239.40 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 21500.00000 21500.00| 32500.00000 32500.00| 20004.45000 20004.45 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 376.000 m2 | 8.00000 3008.00| 7.00000 2632.00| 8.27000 3109.52 SURFACE MILLING, ASPHALT | | | 0009 203-02080 0.230 km | 4500.00000 1035.00| 30000.00000 6900.00| 46587.82000 10715.20 LINEAR GRADING | | | 0010 303-52308 297.000 Mg | 35.00000 10395.00| 24.00000 7128.00| 51.00000 15147.00 COMPACTED AGGREGATE, O, 53 | | | 0011 404-05511 557.000 m2 | 7.50000 4177.50| 8.00000 4456.00| 7.88000 4389.16 SEAL COAT, 2 | | | 0012 406-05521 492.000 m2 | 0.10000 49.20| 0.15000 73.80| 0.11000 54.12 ASPHALT FOR TACK COAT | | | 0013 601-04746 2.000 EACH| 6200.00000 12400.00| 8030.00000 16060.00| 6457.50000 12915.00 ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-06035 149.000 m | 46.00000 6854.00| 77.00000 11473.00| 48.30000 7196.70 GUARDRAIL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 384,213.34 ROUTE : US 136 CALL ORDER : 570 CONTRACT ID : B -25860-A COUNTIES : FOUNTAIN LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1523985 |(3) 35-1673827 |STRUCTURE CONTRACTORS |WIRTZ & YATES, INC. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-94689 4.000 EACH| 2200.00000 8800.00| 3200.00000 12800.00| 2310.00000 9240.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 54.000 m | 37.00000 1998.00| 55.00000 2970.00| 38.85000 2097.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 155.000 m | 58.00000 8990.00| 81.94000 12700.70| 75.11000 11642.05 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 61.000 m | 55.00000 3355.00| 81.94000 4998.34| 76.17000 4646.37 TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 8.000 EACH| 10.00000 80.00| 20.00000 160.00| 21.00000 168.00 BARRIER DELINEATOR | | | 0020 610-05527 354.000 Mg | 100.00000 35400.00| 135.00000 47790.00| 130.06000 46041.24 HMA FOR APPROACHES | | | 0021 610-06257 222.000 m2 | 55.00000 12210.00| 60.00000 13320.00| 76.89000 17069.58 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 80.000 m2 | 5.00000 400.00| 12.00000 960.00| 5.92000 473.60 GEOTEXTILES | | | 0023 616-05688 532.000 Mg | 50.00000 26600.00| 57.00000 30324.00| 66.12000 35175.84 RIPRAP, CLASS 1 | | | 0024 616-06405 28.000 Mg | 65.00000 1820.00| 28.60000 800.80| 55.39000 1550.92 RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 400.00000 800.00| 450.00000 900.00| 372.75000 745.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 500.000 m2 | 2.00000 1000.00| 2.00000 1000.00| 1.74000 870.00 MULCHED SEEDING, R | | | 0027 621-06574 48.000 m2 | 40.00000 1920.00| 50.00000 2400.00| 40.85000 1960.80 SODDING | | | 0028 702-51863 424.000 EACH| 6.00000 2544.00| 6.00000 2544.00| 13.73000 5821.52 FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-01540 22.000 EACH| 12.00000 264.00| 10.00000 220.00| 17.61000 387.42 THREADED TIE BAR ASSEMBLY | | | 0030 703-51030 3252.000 kg | 1.50000 4878.00| 1.21000 3934.92| 1.56000 5073.12 REINFORCING STEEL | | | 0031 703-51032 2804.000 kg | 1.75000 4907.00| 1.65000 4626.60| 2.42000 6785.68 REINFORCING STEEL, EPOXY COATED | | | 0032 706-05732 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 1165.74000 4662.96 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0034 708-51813 50.000 m2 | 250.00000 12500.00| 480.00000 24000.00| 462.00000 23100.00 PNEUMATICALLY PLACED MORTAR | | | 0035 709-51821 LUMP| 4200.00000 4200.00| 4000.00000 4000.00| 4032.00000 4032.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 570 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 384,213.34 ROUTE : US 136 CALL ORDER : 570 CONTRACT ID : B -25860-A COUNTIES : FOUNTAIN LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1523985 |(3) 35-1673827 |STRUCTURE CONTRACTORS |WIRTZ & YATES, INC. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 722-51842 395.000 m2 | 52.00000 20540.00| 50.00000 19750.00| 99.37000 39251.15 BRIDGE DECK OVERLAY | | | 0037 722-51846 6.200 m3 | 395.00000 2449.00| 395.00000 2449.00| 395.00000 2449.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0038 722-51852 100.000 m2 | 65.00000 6500.00| 75.00000 7500.00| 105.26000 10526.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0039 722-60824 395.000 m2 | 8.00000 3160.00| 7.00000 2765.00| 8.01000 3163.95 SURFACE MILLING | | | 0040 801-01851 LUMP| 18000.00000 18000.00| 20000.00000 20000.00| 15225.00000 15225.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0041 801-06203 256.000 m | 1.00000 256.00| 1.50000 384.00| 0.95000 243.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0042 801-06207 3160.000 m | 3.00000 9480.00| 3.68000 11628.80| 3.10000 9796.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0043 801-06605 2.000 EACH| 60.00000 120.00| 200.00000 400.00| 63.00000 126.00 BARRICADE, IIIA | | | 0044 801-06640 24.000 EACH| 85.00000 2040.00| 140.00000 3360.00| 89.25000 2142.00 CONSTRUCTION SIGN, A | | | 0045 801-06645 5.000 EACH| 40.00000 200.00| 100.00000 500.00| 42.00000 210.00 CONSTRUCTION SIGN, B | | | 0046 801-06775 LUMP| 18000.00000 18000.00| 7500.00000 7500.00| 12602.00000 12602.00 MAINTAINING TRAFFIC | | | 0047 808-06712 66.000 m | 1.00000 66.00| 2.05000 135.30| 1.00000 66.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0048 808-06713 482.000 m | 1.00000 482.00| 2.05000 988.10| 1.00000 482.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0049 808-06716 383.000 m | 1.50000 574.50| 4.00000 1532.00| 1.31000 501.73 LINE, REMOVE | | | 0050 808-75996 7.000 EACH| 6.45000 45.15| 20.00000 140.00| 15.75000 110.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0051 808-75998 7.000 EACH| 85.00000 595.00| 200.00000 1400.00| 89.25000 624.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0052 706-51025 64.000 m | 150.00000 9600.00| 164.00000 10496.00| 192.30000 12307.20 CONCRETE, C, RAILING | | | SECTION TOTALS | $ 318,285.35| $ 378,532.36| $ 409,624.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 318,285.35| $ 378,532.36| $ 409,624.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,611.40 ROUTE : SR 68 CALL ORDER : 580 CONTRACT ID : B -25863-A COUNTIES : GIBSON LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6426005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0974806 SOUTHWEST ENGINEERING INC. $ 299,215.50 100.0000% 2 35-1878024 RAGLE, INC. $ 319,742.05 106.8601% 3 35-0626844 RUDOLPH, J.H. & CO $ 323,394.49 108.0807% 4 35-1134435 FOERTSCH CONSTRUCTION $ 323,878.89 108.2426% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 337,473.66 112.7861% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 337,700.00 112.8618% ==================================================================================================================================== |(1) 35-0974806 |(2) 35-1878024 |(3) 35-0626844 |SOUTHWEST ENGINEERING INC. |RAGLE, INC. |RUDOLPH, J.H. & 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 9.000 MOS | 1100.00000 9900.00| 1000.00000 9000.00| 1200.00000 10800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6500.00000 6500.00| 2500.00000 2500.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 16000.00000 16000.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1500.00000 1500.00| 3000.00000 3000.00| 3200.00000 3200.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 104.100 m | 9.00000 936.90| 8.00000 832.80| 18.65000 1941.47 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 9500.00000 9500.00| 45500.00000 45500.00| 9000.00000 9000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 181.000 m2 | 10.00000 1810.00| 6.90000 1248.90| 6.90000 1248.90 SURFACE MILLING, ASPHALT | | | 0008 203-02000 781.000 m3 | 20.00000 15620.00| 20.00000 15620.00| 8.00000 6248.00 EXCAVATION, COMMON | | | 0009 203-51223 30.000 m3 | 25.00000 750.00| 20.00000 600.00| 34.85000 1045.50 EXCAVATION, WATERWAY | | | 0010 205-06931 31.000 Mg | 30.00000 930.00| 25.00000 775.00| 63.00000 1953.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06933 3.000 EACH| 100.00000 300.00| 50.00000 150.00| 95.00000 285.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06936 65.700 Mg | 30.00000 1971.00| 25.00000 1642.50| 52.50000 3449.25 TEMPORARY SEDIMENT TRAP | | | 0013 211-02060 7.200 m3 | 50.00000 360.00| 22.00000 158.40| 150.00000 1080.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 580 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,611.40 ROUTE : SR 68 CALL ORDER : 580 CONTRACT ID : B -25863-A COUNTIES : GIBSON LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0974806 |(2) 35-1878024 |(3) 35-0626844 |SOUTHWEST ENGINEERING INC. |RAGLE, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 213-52830 6.600 m3 | 150.00000 990.00| 160.00000 1056.00| 78.00000 514.80 FLOWABLE MORTAR | | | 0015 303-52308 517.000 Mg | 21.00000 10857.00| 18.00000 9306.00| 20.60000 10650.20 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05481 81.000 Mg | 65.00000 5265.00| 58.90000 4770.90| 75.60000 6123.60 HMA BASE 25.0 mm, SHOULDER | | | 0017 402-05495 34.000 Mg | 70.00000 2380.00| 65.00000 2210.00| 102.50000 3485.00 HMA WEDGE AND LEVEL | | | 0018 404-05511 450.000 m2 | 6.25000 2812.50| 5.75000 2587.50| 4.30000 1935.00 SEAL COAT, 2 | | | 0019 405-05518 450.000 m2 | 2.25000 1012.50| 1.75000 787.50| 1.00000 450.00 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1210.000 m2 | 0.20000 242.00| 0.10000 121.00| 0.30000 363.00 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH| 1300.00000 5200.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01740 2.000 EACH| 1800.00000 3600.00| 1665.00000 3330.00| 1665.00000 3330.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0023 601-05071 1.000 EACH| 1800.00000 1800.00| 1665.00000 1665.00| 1665.00000 1665.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0024 601-94689 1.000 EACH| 2400.00000 2400.00| 2100.00000 2100.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 93.400 m | 33.00000 3082.20| 30.00000 2802.00| 30.00000 2802.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 6.000 EACH| 10.00000 60.00| 7.00000 42.00| 9.00000 54.00 BARRIER DELINEATOR | | | 0027 610-05527 36.000 Mg | 70.00000 2520.00| 65.00000 2340.00| 100.00000 3600.00 HMA FOR APPROACHES | | | 0028 610-06259 152.000 m2 | 70.00000 10640.00| 60.00000 9120.00| 83.80000 12737.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 611-06497 1.000 EACH| 300.00000 300.00| 255.00000 255.00| 265.00000 265.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 9.000 EACH| 100.00000 900.00| 108.00000 972.00| 112.00000 1008.00 RIGHT OF WAY MARKER | | | 0031 615-06505 2.000 EACH| 500.00000 1000.00| 440.00000 880.00| 460.00000 920.00 MONUMENT, B | | | 0032 616-02320 952.000 m2 | 5.00000 4760.00| 2.20000 2094.40| 1.80000 1713.60 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 580 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,611.40 ROUTE : SR 68 CALL ORDER : 580 CONTRACT ID : B -25863-A COUNTIES : GIBSON LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0974806 |(2) 35-1878024 |(3) 35-0626844 |SOUTHWEST ENGINEERING INC. |RAGLE, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-06405 572.000 Mg | 25.00000 14300.00| 18.00000 10296.00| 21.45000 12269.40 RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH| 700.00000 700.00| 250.00000 250.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06545 48.600 Mg | 1.00000 48.60| 1.00000 48.60| 500.00000 24300.00 FERTILIZER | | | 0036 621-06548 2.400 kg | 60.00000 144.00| 60.00000 144.00| 49.00000 117.60 SEED MIXTURE, CV | | | 0037 621-06557 19.500 kg | 14.00000 273.00| 1.00000 19.50| 10.00000 195.00 SEED MIXTURE, T | | | 0038 621-06559 2168.000 m2 | 1.00000 2168.00| 0.65000 1409.20| 0.76000 1647.68 MULCHED SEEDING, R | | | 0039 621-06565 1.000 Mg | 525.00000 525.00| 600.00000 600.00| 500.00000 500.00 MULCHING MATERIAL | | | 0040 621-06567 5.500 kL | 1.00000 5.50| 1.00000 5.50| 1.00000 5.50 WATER | | | 0041 621-06574 303.000 m2 | 4.00000 1212.00| 3.50000 1060.50| 3.90000 1181.70 SODDING | | | 0042 621-06575 859.000 m2 | 4.00000 3436.00| 3.50000 3006.50| 3.90000 3350.10 SODDING, NURSERY | | | 0043 622-91786 40.000 EACH| 15.00000 600.00| 15.00000 600.00| 18.00000 720.00 SEEDLING | | | 0044 701-01840 67.200 m | 200.00000 13440.00| 150.00000 10080.00| 165.00000 11088.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 7.92 mm, 356 mm | | | 0045 701-02790 337.000 m | 100.00000 33700.00| 100.00000 33700.00| 90.00000 30330.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 5.31 mm, 356 mm | | | 0046 703-51030 5529.000 kg | 1.20000 6634.80| 1.40000 7740.60| 1.10000 6081.90 REINFORCING STEEL | | | 0047 703-51032 8430.000 kg | 1.35000 11380.50| 1.55000 13066.50| 1.20000 10116.00 REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 97.300 m3 | 600.00000 58380.00| 700.00000 68110.00| 660.00000 64218.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 4.000 EACH| 1000.00000 4000.00| 700.00000 2800.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 10.300 m3 | 700.00000 7210.00| 425.00000 4377.50| 865.00000 8909.50 CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 2000.00000 2000.00| 1600.00000 1600.00| 3130.00000 3130.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 580 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,611.40 ROUTE : SR 68 CALL ORDER : 580 CONTRACT ID : B -25863-A COUNTIES : GIBSON LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ====================================================================================================================================== |(1) 35-0974806 |(2) 35-1878024 |(3) 35-0626844 |SOUTHWEST ENGINEERING INC. |RAGLE, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05171 37.500 m | 84.00000 3150.00| 65.00000 2437.50| 165.00000 6187.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0053 715-46010 6.000 EACH| 200.00000 1200.00| 500.00000 3000.00| 325.00000 1950.00 PIPE END SECTION, 450 mm | | | 0054 801-04308 1.000 EACH| 350.00000 350.00| 270.00000 270.00| 350.00000 350.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06606 8.000 EACH| 300.00000 2400.00| 115.00000 920.00| 250.00000 2000.00 BARRICADE, IIIB | | | 0056 801-06625 39.000 EACH| 100.00000 3900.00| 79.00000 3081.00| 95.00000 3705.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 3.000 EACH| 200.00000 600.00| 140.00000 420.00| 85.00000 255.00 CONSTRUCTION SIGN, A | | | 0058 801-06645 1.000 EACH| 45.00000 45.00| 45.00000 45.00| 52.25000 52.25 CONSTRUCTION SIGN, B | | | 0059 801-06775 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0060 808-06712 57.000 m | 2.00000 114.00| 1.75000 99.75| 0.92000 52.44 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0061 808-06713 450.000 m | 2.00000 900.00| 1.75000 787.50| 0.92000 414.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 299,215.50| $ 319,742.05| $ 323,394.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 299,215.50| $ 319,742.05| $ 323,394.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 580 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,611.40 ROUTE : SR 68 CALL ORDER : 580 CONTRACT ID : B -25863-A COUNTIES : GIBSON LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1009310 |(6) 35-2040801 |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I 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 | 1150.00000 10350.00| 1440.00000 12960.00| 1400.00000 12600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9600.00000 9600.00| 8400.00000 8400.00| 11500.00000 11500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12000.00000 12000.00| 16600.00000 16600.00| 17500.00000 17500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7500.00000 7500.00| 1200.00000 1200.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 104.100 m | 7.58000 789.08| 8.00000 832.80| 18.65000 1941.47 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 12500.00000 12500.00| 14970.00000 14970.00| 13540.00000 13540.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 181.000 m2 | 7.47000 1352.07| 10.60000 1918.60| 15.00000 2715.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 781.000 m3 | 8.00000 6248.00| 8.80000 6872.80| 14.00000 10934.00 EXCAVATION, COMMON | | | 0009 203-51223 30.000 m3 | 30.00000 900.00| 21.00000 630.00| 55.00000 1650.00 EXCAVATION, WATERWAY | | | 0010 205-06931 31.000 Mg | 35.00000 1085.00| 34.00000 1054.00| 60.00000 1860.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06933 3.000 EACH| 85.00000 255.00| 95.00000 285.00| 100.00000 300.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06936 65.700 Mg | 25.00000 1642.50| 27.00000 1773.90| 40.00000 2628.00 TEMPORARY SEDIMENT TRAP | | | 0013 211-02060 7.200 m3 | 50.00000 360.00| 39.00000 280.80| 140.00000 1008.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 6.600 m3 | 125.00000 825.00| 185.00000 1221.00| 140.00000 924.00 FLOWABLE MORTAR | | | 0015 303-52308 517.000 Mg | 20.00000 10340.00| 23.00000 11891.00| 20.00000 10340.00 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05481 81.000 Mg | 59.49000 4818.69| 80.00000 6480.00| 38.68000 3133.08 HMA BASE 25.0 mm, SHOULDER | | | 0017 402-05495 34.000 Mg | 65.65000 2232.10| 112.00000 3808.00| 48.36000 1644.24 HMA WEDGE AND LEVEL | | | 0018 404-05511 450.000 m2 | 5.81000 2614.50| 4.50000 2025.00| 2.23000 1003.50 SEAL COAT, 2 | | | 0019 405-05518 450.000 m2 | 1.77000 796.50| 1.00000 450.00| 1.45000 652.50 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1210.000 m2 | 0.11000 133.10| 0.40000 484.00| 0.36000 435.60 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 580 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,611.40 ROUTE : SR 68 CALL ORDER : 580 CONTRACT ID : B -25863-A COUNTIES : GIBSON LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1009310 |(6) 35-2040801 |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01522 4.000 EACH| 1212.00000 4848.00| 1240.00000 4960.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01740 2.000 EACH| 1610.95000 3221.90| 1690.00000 3380.00| 1665.00000 3330.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0023 601-05071 1.000 EACH| 1610.95000 1610.95| 1690.00000 1690.00| 1665.00000 1665.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0024 601-94689 1.000 EACH| 2216.95000 2216.95| 2400.00000 2400.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 93.400 m | 43.16000 4031.14| 43.00000 4016.20| 30.00000 2802.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 6.000 EACH| 10.05000 60.30| 10.00000 60.00| 7.00000 42.00 BARRIER DELINEATOR | | | 0027 610-05527 36.000 Mg | 65.65000 2363.40| 123.00000 4428.00| 54.85000 1974.60 HMA FOR APPROACHES | | | 0028 610-06259 152.000 m2 | 62.00000 9424.00| 58.00000 8816.00| 50.00000 7600.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 611-06497 1.000 EACH| 106.05000 106.05| 110.00000 110.00| 255.00000 255.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 9.000 EACH| 88.88000 799.92| 90.00000 810.00| 108.00000 972.00 RIGHT OF WAY MARKER | | | 0031 615-06505 2.000 EACH| 499.95000 999.90| 520.00000 1040.00| 440.00000 880.00 MONUMENT, B | | | 0032 616-02320 952.000 m2 | 1.90000 1808.80| 2.30000 2189.60| 4.50000 4284.00 GEOTEXTILES | | | 0033 616-06405 572.000 Mg | 21.00000 12012.00| 26.50000 15158.00| 25.00000 14300.00 RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH| 500.00000 500.00| 700.00000 700.00| 713.28000 713.28 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06545 48.600 Mg | 500.00000 24300.00| 7.10000 345.06| 0.01000 0.49 FERTILIZER | | | 0036 621-06548 2.400 kg | 50.00000 120.00| 60.00000 144.00| 60.52000 145.25 SEED MIXTURE, CV | | | 0037 621-06557 19.500 kg | 10.10000 196.95| 13.00000 253.50| 13.45000 262.28 SEED MIXTURE, T | | | 0038 621-06559 2168.000 m2 | 0.75000 1626.00| 0.90000 1951.20| 0.95000 2059.60 MULCHED SEEDING, R | | | 0039 621-06565 1.000 Mg | 495.00000 495.00| 510.00000 510.00| 524.15000 524.15 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 580 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,611.40 ROUTE : SR 68 CALL ORDER : 580 CONTRACT ID : B -25863-A COUNTIES : GIBSON LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1009310 |(6) 35-2040801 |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06567 5.500 kL | 1.00000 5.50| 1.00000 5.50| 1.08000 5.94 WATER | | | 0041 621-06574 303.000 m2 | 3.90000 1181.70| 4.00000 1212.00| 4.00000 1212.00 SODDING | | | 0042 621-06575 859.000 m2 | 3.90000 3350.10| 4.00000 3436.00| 4.00000 3436.00 SODDING, NURSERY | | | 0043 622-91786 40.000 EACH| 18.00000 720.00| 14.20000 568.00| 14.64000 585.60 SEEDLING | | | 0044 701-01840 67.200 m | 142.50000 9576.00| 238.00000 15993.60| 270.00000 18144.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 7.92 mm, 356 mm | | | 0045 701-02790 337.000 m | 120.00000 40440.00| 194.00000 65378.00| 170.00000 57290.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 5.31 mm, 356 mm | | | 0046 703-51030 5529.000 kg | 1.10000 6081.90| 1.80000 9952.20| 1.50000 8293.50 REINFORCING STEEL | | | 0047 703-51032 8430.000 kg | 1.30000 10959.00| 1.92000 16185.60| 1.70000 14331.00 REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 97.300 m3 | 685.00000 66650.50| 469.00000 45633.70| 600.00000 58380.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 4.000 EACH| 1212.00000 4848.00| 1460.00000 5840.00| 1350.00000 5400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 10.300 m3 | 632.26000 6512.28| 462.00000 4758.60| 600.00000 6180.00 CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 3161.00000 3161.00| 3400.00000 3400.00| 2000.00000 2000.00 SURFACE SEAL | | | 0052 715-05171 37.500 m | 70.00000 2625.00| 88.00000 3300.00| 70.00000 2625.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0053 715-46010 6.000 EACH| 215.00000 1290.00| 475.00000 2850.00| 350.00000 2100.00 PIPE END SECTION, 450 mm | | | 0054 801-04308 1.000 EACH| 353.50000 353.50| 390.00000 390.00| 250.00000 250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06606 8.000 EACH| 252.50000 2020.00| 280.00000 2240.00| 200.00000 1600.00 BARRICADE, IIIB | | | 0056 801-06625 39.000 EACH| 95.95000 3742.05| 100.00000 3900.00| 100.00000 3900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 3.000 EACH| 85.85000 257.55| 90.00000 270.00| 150.00000 450.00 CONSTRUCTION SIGN, A | | | 0058 801-06645 1.000 EACH| 50.50000 50.50| 55.00000 55.00| 50.00000 50.00 CONSTRUCTION SIGN, B | | | 0059 801-06775 LUMP| 2500.00000 2500.00| 4500.00000 4500.00| 3940.92000 3940.92 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 580 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,611.40 ROUTE : SR 68 CALL ORDER : 580 CONTRACT ID : B -25863-A COUNTIES : GIBSON LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1009310 |(6) 35-2040801 |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-06712 57.000 m | 0.93000 53.01| 1.00000 57.00| 1.00000 57.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0061 808-06713 450.000 m | 0.93000 418.50| 1.00000 450.00| 1.00000 450.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 323,878.89| $ 337,473.66| $ 337,700.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 323,878.89| $ 337,473.66| $ 337,700.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 590 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,103.20 ROUTE : SR 66 CALL ORDER : 590 CONTRACT ID : B -25864-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5462005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 257,626.35 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 282,817.92 109.7783% 3 35-2072438 T D & O LLC $ 288,353.00 111.9268% 4 35-1878024 RAGLE, INC. $ 301,918.25 117.1923% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 305,500.00 118.5825% 6 35-0626844 RUDOLPH, J.H. & CO $ 313,041.82 121.5100% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-2072438 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1000.00000 8000.00| 1200.00000 9600.00| 1200.00000 9600.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12750.00000 12750.00| 14140.00000 14140.00| 13000.00000 13000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 1000.00000 1000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 274.000 SYS | 16.00000 4384.00| 9.00000 2466.00| 15.00000 4110.00 PAVEMENT, REMOVE | | | 0006 202-02241 382.200 LFT | 4.00000 1528.80| 9.00000 3439.80| 6.00000 2293.20 GUARDRAIL, REMOVE | | | 0007 202-02272 35.000 LFT | 7.50000 262.50| 8.00000 280.00| 5.00000 175.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 27500.00000 27500.00| 19000.00000 19000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 587.000 SYS | 6.50000 3815.50| 3.50000 2054.50| 5.00000 2935.00 SURFACE MILLING, ASPHALT | | | 0010 303-52308 177.000 TON | 20.00000 3540.00| 32.00000 5664.00| 30.00000 5310.00 COMPACTED AGGREGATE, O, 53 | | | 0011 406-05521 1094.000 SYS | 0.50000 547.00| 0.36000 393.84| 0.40000 437.60 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1425.00000 5700.00| 1350.00000 5400.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-01700 1.000 EACH| 1800.00000 1800.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 590 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,103.20 ROUTE : SR 66 CALL ORDER : 590 CONTRACT ID : B -25864-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-2072438 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-01846 1.000 EACH| 1800.00000 1800.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0015 601-06037 2.000 EACH| 800.00000 1600.00| 740.00000 1480.00| 800.00000 1600.00 GUARDRAIL END TREATMENT, I | | | 0016 601-07024 2.000 EACH| 4000.00000 8000.00| 4500.00000 9000.00| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0017 601-99105 181.250 LFT | 12.00000 2175.00| 13.50000 2446.88| 35.00000 6343.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0018 602-06639 320.000 LFT | 17.50000 5600.00| 35.00000 11200.00| 40.00000 12800.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 19.000 EACH| 7.50000 142.50| 11.00000 209.00| 10.00000 190.00 BARRIER DELINEATOR | | | 0020 607-95754 37.000 LFT | 5.00000 185.00| 4.00000 148.00| 10.00000 370.00 PAVED SIDE DITCH, BREAK | | | 0021 610-05527 175.000 TON | 100.00000 17500.00| 96.00000 16800.00| 76.00000 13300.00 HMA FOR APPROACHES | | | 0022 610-06259 274.400 SYS | 55.00000 15092.00| 64.00000 17561.60| 60.00000 16464.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0023 616-02320 130.000 SYS | 2.75000 357.50| 4.00000 520.00| 4.00000 520.00 GEOTEXTILES | | | 0024 616-06405 160.000 TON | 20.00000 3200.00| 32.00000 5120.00| 30.00000 4800.00 RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 250.00000 250.00| 670.00000 670.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 500.000 SYS | 1.00000 500.00| 2.30000 1150.00| 1.50000 750.00 MULCHED SEEDING, R | | | 0027 702-51005 11.500 CYS | 750.00000 8625.00| 700.00000 8050.00| 450.00000 5175.00 CONCRETE, A, SUBSTRUCTURE | | | 0028 702-51863 590.000 EACH| 5.75000 3392.50| 7.00000 4130.00| 6.00000 3540.00 FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-51030 6312.000 LBS | 0.75000 4734.00| 0.95000 5996.40| 1.25000 7890.00 REINFORCING STEEL | | | 0030 703-51032 14435.000 LBS | 0.75000 10826.25| 1.00000 14435.00| 1.40000 20209.00 REINFORCING STEEL, EPOXY COATED | | | 0031 703-97936 91.000 EACH| 10.00000 910.00| 11.00000 1001.00| 15.00000 1365.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 704-51002 12.700 CYS | 750.00000 9525.00| 900.00000 11430.00| 500.00000 6350.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 590 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,103.20 ROUTE : SR 66 CALL ORDER : 590 CONTRACT ID : B -25864-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-2072438 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 706-05732 4.000 EACH| 1000.00000 4000.00| 1200.00000 4800.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0034 706-51025 300.000 LFT | 37.50000 11250.00| 34.00000 10200.00| 40.00000 12000.00 CONCRETE, C, RAILING | | | 0035 709-51821 LUMP| 3500.00000 3500.00| 4700.00000 4700.00| 3500.00000 3500.00 SURFACE SEAL | | | 0036 715-05168 20.000 LFT | 17.50000 350.00| 27.00000 540.00| 15.00000 300.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0037 715-05169 30.000 LFT | 20.00000 600.00| 29.00000 870.00| 18.00000 540.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0038 715-05173 20.000 LFT | 30.00000 600.00| 35.00000 700.00| 25.00000 500.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0039 715-46000 1.000 EACH| 150.00000 150.00| 220.00000 220.00| 300.00000 300.00 PIPE END SECTION, 12 IN. | | | 0040 715-46005 1.000 EACH| 180.00000 180.00| 240.00000 240.00| 400.00000 400.00 PIPE END SECTION, 15 IN. | | | 0041 715-46020 1.000 EACH| 275.00000 275.00| 300.00000 300.00| 500.00000 500.00 PIPE END SECTION, 24 IN. | | | 0042 722-51401 400.000 SFT | 10.00000 4000.00| 8.65000 3460.00| 20.00000 8000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0043 722-51842 607.400 SYS | 49.50000 30066.30| 56.00000 34014.40| 45.00000 27333.00 BRIDGE DECK OVERLAY | | | 0044 722-51846 7.400 CYS | 300.00000 2220.00| 300.00000 2220.00| 300.00000 2220.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0045 722-51852 750.000 SFT | 4.25000 3187.50| 5.00000 3750.00| 6.00000 4500.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0046 722-60824 554.000 SYS | 6.50000 3601.00| 8.00000 4432.00| 6.00000 3324.00 SURFACE MILLING | | | 0047 724-03276 82.800 LFT | 50.00000 4140.00| 60.00000 4968.00| 60.00000 4968.00 EXPANSION JOINT SEALING SYSTEM | | | 0048 801-01851 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 17000.00000 17000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0049 801-06207 1857.000 LFT | 1.00000 1857.00| 1.50000 2785.50| 1.25000 2321.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0050 801-06640 20.000 EACH| 100.00000 2000.00| 80.00000 1600.00| 100.00000 2000.00 CONSTRUCTION SIGN, A | | | 0051 801-06645 6.000 EACH| 45.00000 270.00| 42.00000 252.00| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0052 801-06775 LUMP| 4500.00000 4500.00| 9000.00000 9000.00| 4500.00000 4500.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 590 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,103.20 ROUTE : SR 66 CALL ORDER : 590 CONTRACT ID : B -25864-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-2072438 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-06713 1000.000 LFT | 0.50000 500.00| 0.25000 250.00| 0.30000 300.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0054 808-06714 1000.000 LFT | 0.50000 500.00| 0.25000 250.00| 0.30000 300.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0055 808-06716 937.000 LFT | 1.00000 937.00| 1.00000 937.00| 1.60000 1499.20 LINE, REMOVE | | | 0056 808-75996 12.000 EACH| 20.00000 240.00| 5.25000 63.00| 10.00000 120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 12.000 EACH| 80.00000 960.00| 90.00000 1080.00| 100.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 257,626.35| $ 282,817.92| $ 288,353.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 257,626.35| $ 282,817.92| $ 288,353.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 590 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,103.20 ROUTE : SR 66 CALL ORDER : 590 CONTRACT ID : B -25864-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 |(6) 35-0626844 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 500.00000 4000.00| 1350.00000 10800.00| 1100.00000 8800.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1500.00000 1500.00| 6500.00000 6500.00| 3700.00000 3700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 14500.00000 14500.00| 15400.00000 15400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 274.000 SYS | 17.00000 4658.00| 26.00000 7124.00| 18.00000 4932.00 PAVEMENT, REMOVE | | | 0006 202-02241 382.200 LFT | 3.00000 1146.60| 5.85000 2235.87| 5.85000 2235.87 GUARDRAIL, REMOVE | | | 0007 202-02272 35.000 LFT | 6.00000 210.00| 13.00000 455.00| 22.00000 770.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 44000.00000 44000.00| 27000.00000 27000.00| 13500.00000 13500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 587.000 SYS | 4.75000 2788.25| 7.25000 4255.75| 7.50000 4402.50 SURFACE MILLING, ASPHALT | | | 0010 303-52308 177.000 TON | 18.00000 3186.00| 26.00000 4602.00| 34.85000 6168.45 COMPACTED AGGREGATE, O, 53 | | | 0011 406-05521 1094.000 SYS | 0.35000 382.90| 0.25000 273.50| 0.35000 382.90 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1325.00000 5300.00| 1325.00000 5300.00| 1325.00000 5300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-01700 1.000 EACH| 1655.00000 1655.00| 1665.00000 1665.00| 1655.00000 1655.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0014 601-01846 1.000 EACH| 1655.00000 1655.00| 1665.00000 1665.00| 1655.00000 1655.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0015 601-06037 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| 700.00000 1400.00 GUARDRAIL END TREATMENT, I | | | 0016 601-07024 2.000 EACH| 5900.00000 11800.00| 5900.00000 11800.00| 5900.00000 11800.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0017 601-99105 181.250 LFT | 10.00000 1812.50| 10.00000 1812.50| 10.00000 1812.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0018 602-06639 320.000 LFT | 32.00000 10240.00| 30.00000 9600.00| 45.00000 14400.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 19.000 EACH| 7.00000 133.00| 7.00000 133.00| 8.00000 152.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 590 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,103.20 ROUTE : SR 66 CALL ORDER : 590 CONTRACT ID : B -25864-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 |(6) 35-0626844 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 607-95754 37.000 LFT | 7.00000 259.00| 11.50000 425.50| 35.00000 1295.00 PAVED SIDE DITCH, BREAK | | | 0021 610-05527 175.000 TON | 110.00000 19250.00| 85.00000 14875.00| 135.00000 23625.00 HMA FOR APPROACHES | | | 0022 610-06259 274.400 SYS | 55.00000 15092.00| 55.00000 15092.00| 80.00000 21952.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0023 616-02320 130.000 SYS | 2.50000 325.00| 3.40000 442.00| 6.00000 780.00 GEOTEXTILES | | | 0024 616-06405 160.000 TON | 21.00000 3360.00| 30.00000 4800.00| 30.00000 4800.00 RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 300.00000 300.00| 660.00000 660.00| 660.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 500.000 SYS | 1.75000 875.00| 2.25000 1125.00| 2.25000 1125.00 MULCHED SEEDING, R | | | 0027 702-51005 11.500 CYS | 700.00000 8050.00| 830.00000 9545.00| 765.00000 8797.50 CONCRETE, A, SUBSTRUCTURE | | | 0028 702-51863 590.000 EACH| 5.00000 2950.00| 8.40000 4956.00| 4.60000 2714.00 FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-51030 6312.000 LBS | 0.65000 4102.80| 0.75000 4734.00| 0.75000 4734.00 REINFORCING STEEL | | | 0030 703-51032 14435.000 LBS | 0.75000 10826.25| 0.80000 11548.00| 0.85000 12269.75 REINFORCING STEEL, EPOXY COATED | | | 0031 703-97936 91.000 EACH| 8.00000 728.00| 12.75000 1160.25| 13.50000 1228.50 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 704-51002 12.700 CYS | 700.00000 8890.00| 915.00000 11620.50| 1000.00000 12700.00 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-05732 4.000 EACH| 800.00000 3200.00| 1350.00000 5400.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0034 706-51025 300.000 LFT | 31.00000 9300.00| 40.00000 12000.00| 45.25000 13575.00 CONCRETE, C, RAILING | | | 0035 709-51821 LUMP| 3300.00000 3300.00| 3175.00000 3175.00| 3175.00000 3175.00 SURFACE SEAL | | | 0036 715-05168 20.000 LFT | 25.00000 500.00| 30.00000 600.00| 27.00000 540.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0037 715-05169 30.000 LFT | 27.00000 810.00| 35.00000 1050.00| 29.00000 870.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0038 715-05173 20.000 LFT | 55.00000 1100.00| 40.00000 800.00| 36.00000 720.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0039 715-46000 1.000 EACH| 225.00000 225.00| 525.00000 525.00| 285.00000 285.00 PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 590 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,103.20 ROUTE : SR 66 CALL ORDER : 590 CONTRACT ID : B -25864-A COUNTIES : PERRY LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 |(6) 35-0626844 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-46005 1.000 EACH| 250.00000 250.00| 550.00000 550.00| 330.00000 330.00 PIPE END SECTION, 15 IN. | | | 0041 715-46020 1.000 EACH| 500.00000 500.00| 625.00000 625.00| 400.00000 400.00 PIPE END SECTION, 24 IN. | | | 0042 722-51401 400.000 SFT | 15.00000 6000.00| 30.00000 12000.00| 25.00000 10000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0043 722-51842 607.400 SYS | 45.00000 27333.00| 60.00000 36444.00| 52.00000 31584.80 BRIDGE DECK OVERLAY | | | 0044 722-51846 7.400 CYS | 300.00000 2220.00| 300.00000 2220.00| 300.00000 2220.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0045 722-51852 750.000 SFT | 5.00000 3750.00| 6.65000 4987.50| 6.20000 4650.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0046 722-60824 554.000 SYS | 4.75000 2631.50| 7.50000 4155.00| 7.85000 4348.90 SURFACE MILLING | | | 0047 724-03276 82.800 LFT | 80.00000 6624.00| 80.00000 6624.00| 56.00000 4636.80 EXPANSION JOINT SEALING SYSTEM | | | 0048 801-01851 LUMP| 35000.00000 35000.00| 12000.00000 12000.00| 14500.00000 14500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0049 801-06207 1857.000 LFT | 1.10000 2042.70| 1.00000 1857.00| 1.45000 2692.65 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0050 801-06640 20.000 EACH| 123.00000 2460.00| 75.00000 1500.00| 123.00000 2460.00 CONSTRUCTION SIGN, A | | | 0051 801-06645 6.000 EACH| 49.00000 294.00| 45.00000 270.00| 49.00000 294.00 CONSTRUCTION SIGN, B | | | 0052 801-06775 LUMP| 2000.00000 2000.00| 1409.88000 1409.88| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0053 808-06713 1000.000 LFT | 0.47000 470.00| 0.50000 500.00| 0.47000 470.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0054 808-06714 1000.000 LFT | 0.47000 470.00| 0.50000 500.00| 0.47000 470.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0055 808-06716 937.000 LFT | 0.75000 702.75| 0.75000 702.75| 1.30000 1218.10 LINE, REMOVE | | | 0056 808-75996 12.000 EACH| 5.00000 60.00| 25.00000 300.00| 4.55000 54.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 12.000 EACH| 150.00000 1800.00| 100.00000 1200.00| 175.00000 2100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 301,918.25| $ 305,500.00| $ 313,041.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 301,918.25| $ 305,500.00| $ 313,041.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 600 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,143,155.52 ROUTE : HARRISON ST CALL ORDER : 600 CONTRACT ID : B -25942-A COUNTIES : LAKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/27/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0801160 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 5,592,000.00 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 5,699,865.00 101.9289% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 6,169,120.00 110.3204% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 6,900,000.00 123.3905% ==================================================================================================================================== |(1) 35-1035114 |(2) 36-2231526 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DESIGN BUILD - BRIDGE REPLACEMENT - STR I-80-9-8055 AND STR I-80-7-8468, 111.5 FT. AND 110.75 FT. IN LENGTH | | | 0001 104-05404 LUMP| 5592000.00000 5592000.00| 5699865.00000 5699865.00| 6169120.00000 6169120.00 DESIGN/BUILD | | | SECTION TOTALS | $ 5,592,000.00| $ 5,699,865.00| $ 6,169,120.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,592,000.00| $ 5,699,865.00| $ 6,169,120.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 600 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,143,155.52 ROUTE : HARRISON ST CALL ORDER : 600 CONTRACT ID : B -25942-A COUNTIES : LAKE LETTING DATE : 01/15/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DESIGN BUILD - BRIDGE REPLACEMENT - STR I-80-9-8055 AND STR I-80-7-8468, 111.5 FT. AND 110.75 FT. IN LENGTH | | | 0001 104-05404 LUMP| 6900000.00000 6900000.00| | DESIGN/BUILD | | | SECTION TOTALS | $ 6,900,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,900,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 610 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 653,276.80 ROUTE : SR 18 CALL ORDER : 610 CONTRACT ID : B -25978-A COUNTIES : BENTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4204005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 575,927.52 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 618,850.26 107.4528% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 650,731.03 112.9883% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06790 10.000 MOS | 1200.00000 12000.00| 1000.00000 10000.00| 1500.00000 15000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 14000.00000 14000.00| 16000.00000 16000.00| 18500.00000 18500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 31000.00000 31000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 11500.00000 11500.00| 8500.00000 8500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 75.000 m | 22.96000 1722.00| 8.50000 637.50| 30.00000 2250.00 GUARDRAIL, REMOVE | | | 0006 202-04089 14.000 EACH| 25.00000 350.00| 30.00000 420.00| 70.00000 980.00 SIGN, SHEET, REMOVE | | | 0007 202-51330 LUMP| 17000.00000 17000.00| 49000.00000 49000.00| 46500.00000 46500.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 796.000 m2 | 6.00000 4776.00| 3.00000 2388.00| 4.50000 3582.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 3488.000 m3 | 9.16000 31950.08| 12.50000 43600.00| 12.10000 42204.80 EXCAVATION, COMMON | | | 0010 203-51223 244.000 m3 | 10.49000 2559.56| 11.00000 2684.00| 20.00000 4880.00 EXCAVATION, WATERWAY | | | 0011 205-03371 100.000 m3 | 20.96000 2096.00| 19.00000 1900.00| 75.00000 7500.00 SEDIMENT REMOVE | | | 0012 205-06930 7.200 Mg | 33.33000 239.98| 60.00000 432.00| 65.00000 468.00 SPLASHPAD, RIPRAP | | | 0013 205-06931 18.400 Mg | 28.53000 524.95| 40.00000 736.00| 35.00000 644.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06936 80.000 Mg | 27.50000 2200.00| 30.00000 2400.00| 85.00000 6800.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 610 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 653,276.80 ROUTE : SR 18 CALL ORDER : 610 CONTRACT ID : B -25978-A COUNTIES : BENTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06937 340.000 m | 7.00000 2380.00| 6.00000 2040.00| 8.00000 2720.00 TEMPORARY SILT FENCE | | | 0016 205-06938 18.000 m | 66.67000 1200.06| 140.00000 2520.00| 115.00000 2070.00 TEMPORARY SLOPE DRAIN | | | 0017 207-02045 1446.000 m3 | 6.54000 9456.84| 6.20000 8965.20| 12.00000 17352.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0018 211-02050 100.000 m3 | 23.58000 2358.00| 30.00000 3000.00| 39.00000 3900.00 B BORROW | | | 0019 213-52830 3.400 m3 | 220.59000 750.01| 200.00000 680.00| 180.00000 612.00 FLOWABLE MORTAR | | | 0020 303-52308 68.000 Mg | 17.65000 1200.20| 19.00000 1292.00| 19.50000 1326.00 COMPACTED AGGREGATE, O, 53 | | | 0021 303-52309 2332.000 Mg | 17.60000 41043.20| 15.00000 34980.00| 18.00000 41976.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0022 402-05468 1718.000 Mg | 45.75000 78598.50| 40.00000 68720.00| 43.00000 73874.00 HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 769.000 Mg | 42.56000 32728.64| 45.00000 34605.00| 47.00000 36143.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 369.000 Mg | 51.50000 19003.50| 54.00000 19926.00| 55.50000 20479.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 358.000 Mg | 62.70000 22446.60| 50.00000 17900.00| 54.00000 19332.00 HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 1324.000 m2 | 4.85000 6421.40| 5.00000 6620.00| 5.15000 6818.60 SEAL COAT, 2 | | | 0027 405-05517 2.100 Mg | 360.00000 756.00| 375.00000 787.50| 410.00000 861.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 2.400 Mg | 252.00000 604.80| 220.00000 528.00| 250.00000 600.00 ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1380.00000 5520.00| 1400.00000 5600.00| 1412.00000 5648.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-94689 7.000 EACH| 2200.00000 15400.00| 2200.00000 15400.00| 2300.00000 16100.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 400.050 m | 32.48000 12993.62| 31.00000 12401.55| 34.15000 13661.71 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 601-99132 1.000 EACH| 150.00000 150.00| 115.00000 115.00| 130.00000 130.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0033 602-06729 4.000 EACH| 25.00000 100.00| 11.00000 44.00| 15.00000 60.00 BARRIER DELINEATOR | | | 0034 610-06259 198.000 m2 | 60.00000 11880.00| 57.00000 11286.00| 57.00000 11286.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 610 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 653,276.80 ROUTE : SR 18 CALL ORDER : 610 CONTRACT ID : B -25978-A COUNTIES : BENTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 615-06490 12.000 EACH| 180.00000 2160.00| 175.00000 2100.00| 140.00000 1680.00 RIGHT OF WAY MARKER | | | 0036 615-06505 4.000 EACH| 600.00000 2400.00| 500.00000 2000.00| 600.00000 2400.00 MONUMENT, B | | | 0037 615-06510 1.000 EACH| 500.00000 500.00| 425.00000 425.00| 590.00000 590.00 MONUMENT, C | | | 0038 616-02320 871.000 m2 | 4.78000 4163.38| 4.10000 3571.10| 3.50000 3048.50 GEOTEXTILES | | | 0039 616-06405 580.000 Mg | 28.60000 16588.00| 22.00000 12760.00| 19.75000 11455.00 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH| 700.00000 1400.00| 600.00000 1200.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 1.800 Mg | 800.00000 1440.00| 690.00000 1242.00| 500.00000 900.00 FERTILIZER | | | 0042 621-06548 20.000 kg | 60.00000 1200.00| 51.00000 1020.00| 55.00000 1100.00 SEED MIXTURE, CV | | | 0043 621-06553 304.000 kg | 8.00000 2432.00| 7.80000 2371.20| 13.00000 3952.00 SEED MIXTURE, R | | | 0044 621-06557 304.000 kg | 15.00000 4560.00| 14.50000 4408.00| 13.00000 3952.00 SEED MIXTURE, T | | | 0045 621-06565 14.400 Mg | 600.00000 8640.00| 550.00000 7920.00| 500.00000 7200.00 MULCHING MATERIAL | | | 0046 621-06567 0.900 kL | 1.00000 0.90| 0.70000 0.63| 1.00000 0.90 WATER | | | 0047 621-06574 47.000 m2 | 32.50000 1527.50| 31.00000 1457.00| 18.00000 846.00 SODDING | | | 0048 622-52436 2.000 EACH| 32.00000 64.00| 27.00000 54.00| 26.00000 52.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 80.000 EACH| 11.00000 880.00| 9.70000 776.00| 8.00000 640.00 SEEDLING | | | 0050 701-51195 384.000 m | 82.00000 31488.00| 105.00000 40320.00| 63.00000 24192.00 PILE, STEEL H, HP 310 X 79 | | | 0051 701-91792 24.000 EACH| 80.00000 1920.00| 85.00000 2040.00| 195.00000 4680.00 PILE TIP, STEEL H | | | 0052 701-97874 36.000 m | 100.00000 3600.00| 400.00000 14400.00| 255.00000 9180.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0053 703-51030 7637.000 kg | 1.10000 8400.70| 1.25000 9546.25| 1.11000 8477.07 REINFORCING STEEL | | | 0054 703-51032 8556.000 kg | 1.32000 11293.92| 1.45000 12406.20| 1.22000 10438.32 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 610 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 653,276.80 ROUTE : SR 18 CALL ORDER : 610 CONTRACT ID : B -25978-A COUNTIES : BENTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ===================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 704-51002 94.500 m3 | 529.00000 49990.50| 520.00000 49140.00| 545.00000 51502.50 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH| 1200.00000 4800.00| 1100.00000 4400.00| 1600.00000 6400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 8.900 m3 | 675.00000 6007.50| 575.00000 5117.50| 575.00000 5117.50 CONCRETE, C, RAILING | | | 0058 709-51821 LUMP| 4200.00000 4200.00| 4500.00000 4500.00| 3500.00000 3500.00 SURFACE SEAL | | | 0059 715-02630 2.000 EACH| 500.00000 1000.00| 450.00000 900.00| 750.00000 1500.00 SAFETY METAL END SECTION, 6:1, 600 mm | | | 0060 715-05173 11.400 m | 75.00000 855.00| 120.00000 1368.00| 90.00000 1026.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0061 801-04308 5.000 EACH| 600.00000 3000.00| 200.00000 1000.00| 700.00000 3500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06605 9.000 EACH| 200.00000 1800.00| 110.00000 990.00| 275.00000 2475.00 BARRICADE, IIIA | | | 0063 801-06606 2.000 EACH| 400.00000 800.00| 145.00000 290.00| 275.00000 550.00 BARRICADE, IIIB | | | 0064 801-06625 29.000 EACH| 140.00000 4060.00| 100.00000 2900.00| 190.00000 5510.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 10.000 EACH| 210.00000 2100.00| 140.00000 1400.00| 218.00000 2180.00 CONSTRUCTION SIGN, A | | | 0066 802-05701 18.300 m | 42.00000 768.60| 26.00000 475.80| 34.00000 622.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0067 802-05702 12.400 m | 30.00000 372.00| 21.00000 260.40| 30.00000 372.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0068 802-76025 1.715 m2 | 300.00000 514.50| 145.00000 248.68| 490.00000 840.35 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76035 1.420 m2 | 200.00000 284.00| 160.00000 227.20| 252.00000 357.84 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0070 802-76045 1.350 m2 | 300.00000 405.00| 165.00000 222.75| 244.00000 329.40 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0071 808-06713 1586.000 m | 0.39000 618.54| 0.40000 634.40| 0.47000 745.42 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-06714 2586.000 m | 0.39000 1008.54| 0.40000 1034.40| 0.47000 1215.42 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 610 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 653,276.80 ROUTE : SR 18 CALL ORDER : 610 CONTRACT ID : B -25978-A COUNTIES : BENTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 808-06726 6.000 m | 25.00000 150.00| 16.00000 96.00| 20.00000 120.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0074 808-75996 55.000 EACH| 15.00000 825.00| 12.00000 660.00| 12.00000 660.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 55.000 EACH| 60.00000 3300.00| 52.00000 2860.00| 63.00000 3465.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 575,927.52| $ 618,850.26| $ 650,731.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 575,927.52| $ 618,850.26| $ 650,731.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 620 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,580,864.30 ROUTE : KENTUCKY AVENUE CALL ORDER : 620 CONTRACT ID : B -26016-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B372004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,372,430.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,516,707.77 110.5125% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,523,339.10 110.9957% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 1,583,700.60 115.3939% 5 35-1057871 SMOCK FANSLER CORPORATION $ 1,668,114.21 121.5445% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 2,050,425.88 149.4011% ==================================================================================================================================== |(1) 35-0906416 |(2) 35-2040801 |(3) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 10.000 MOS | 1354.44000 13544.40| 1200.00000 12000.00| 1200.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11849.64000 11849.64| 9100.00000 9100.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 68621.50000 68621.50| 72000.00000 72000.00| 76000.00000 76000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3902.13000 3902.13| 5000.00000 5000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1874.000 m2 | 23.24000 43551.76| 19.00000 35606.00| 12.00000 22488.00 PAVEMENT, REMOVE | | | 0006 202-02274 23.000 m | 48.16000 1107.68| 20.00000 460.00| 30.00000 690.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0007 202-51328 LUMP| 145623.20000 145623.20| 175000.00000 175000.00| 125000.00000 125000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 1485.000 m2 | 5.32000 7900.20| 4.49000 6667.65| 9.00000 13365.00 SURFACE MILLING, ASPHALT | | | 0009 202-78515 LUMP| 1393.20000 1393.20| 1500.00000 1500.00| 1550.00000 1550.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 205-02224 100.000 m | 7.41000 741.00| 6.76000 676.00| 7.50000 750.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 206-51230 1941.000 m3 | 21.95000 42604.95| 25.00000 48525.00| 25.00000 48525.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 206-51847 LUMP| 143242.44000 143242.44| 125000.00000 125000.00| 105000.00000 105000.00 TEMPORARY SHORING OF EXISTING STRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 620 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,580,864.30 ROUTE : KENTUCKY AVENUE CALL ORDER : 620 CONTRACT ID : B -26016-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 |(2) 35-2040801 |(3) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02060 1975.000 m3 | 23.49000 46392.75| 30.00000 59250.00| 28.00000 55300.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 264.000 Mg | 28.49000 7521.36| 24.00000 6336.00| 50.00000 13200.00 COMPACTED AGGREGATE, O, 53 | | | 0015 406-05521 1485.000 m2 | 0.23000 341.55| 0.15000 222.75| 0.17000 252.45 ASPHALT FOR TACK COAT | | | 0016 502-06329 553.000 m2 | 61.10000 33788.30| 75.00000 41475.00| 100.00000 55300.00 PCCP, 300 mm | | | 0017 503-05240 71.000 m | 59.27000 4208.17| 40.00000 2840.00| 40.00000 2840.00 D-1 CONTRACTION JOINT | | | 0018 601-01522 2.000 EACH| 1204.00000 2408.00| 1120.00000 2240.00| 1200.00000 2400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-07023 3.000 EACH| 4622.50000 13867.50| 4300.00000 12900.00| 4500.00000 13500.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0020 601-94689 2.000 EACH| 2257.50000 4515.00| 2100.00000 4200.00| 2200.00000 4400.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 11.430 m | 42.32000 483.72| 38.00000 434.34| 40.00000 457.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 602-06639 249.790 m | 48.57000 12132.30| 85.00000 21232.15| 60.00000 14987.40 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06729 28.000 EACH| 8.29000 232.12| 7.00000 196.00| 9.00000 252.00 BARRIER DELINEATOR | | | 0024 605-06090 73.000 m | 63.41000 4628.93| 70.00000 5110.00| 70.00000 5110.00 CURB, INTEGRAL, CONCRETE | | | 0025 610-05527 268.000 Mg | 79.39000 21276.52| 73.40000 19671.20| 76.00000 20368.00 HMA FOR APPROACHES | | | 0026 610-06259 186.000 m2 | 68.65000 12768.90| 80.00000 14880.00| 90.00000 16740.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0027 615-06530 1.000 EACH| 747.13000 747.13| 695.00000 695.00| 750.00000 750.00 POST, BENCHMARK | | | 0028 616-02320 728.000 m2 | 3.55000 2584.40| 3.00000 2184.00| 2.50000 1820.00 GEOTEXTILES | | | 0029 616-05689 790.000 Mg | 33.16000 26196.40| 35.00000 27650.00| 43.00000 33970.00 RIPRAP, CLASS 2 | | | 0030 616-06405 10.000 Mg | 49.54000 495.40| 32.00000 320.00| 175.00000 1750.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 322.50000 645.00| 300.00000 600.00| 325.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 500.000 m2 | 2.25000 1125.00| 2.05000 1025.00| 2.25000 1125.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 620 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,580,864.30 ROUTE : KENTUCKY AVENUE CALL ORDER : 620 CONTRACT ID : B -26016-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 |(2) 35-2040801 |(3) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 702-03607 18.000 EACH| 9.70000 174.60| 200.00000 3600.00| 200.00000 3600.00 CORED HOLE IN CONCRETE | | | 0034 702-51110 871.000 kg | 7.48000 6515.08| 6.00000 5226.00| 7.50000 6532.50 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0035 703-01540 26.000 EACH| 11.87000 308.62| 12.00000 312.00| 15.00000 390.00 THREADED TIE BAR ASSEMBLY | | | 0036 703-51030 2441.000 kg | 1.44000 3515.04| 1.30000 3173.30| 2.20000 5370.20 REINFORCING STEEL | | | 0037 703-51032 78687.000 kg | 1.62000 127472.94| 1.55000 121964.85| 1.85000 145570.95 REINFORCING STEEL, EPOXY COATED | | | 0038 703-97936 642.000 EACH| 11.87000 7620.54| 10.00000 6420.00| 14.50000 9309.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0039 704-51002 653.900 m3 | 506.56000 331239.58| 750.00000 490425.00| 700.00000 457730.00 CONCRETE, C, SUPERSTRUCTURE | | | 0040 704-51106 30.000 EACH| 97.38000 2921.40| 250.00000 7500.00| 50.00000 1500.00 DECK DRAIN | | | 0041 706-05734 1.000 EACH| 2687.50000 2687.50| 1550.00000 1550.00| 1500.00000 1500.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0042 706-51020 47.200 m3 | 673.50000 31789.20| 425.00000 20060.00| 625.00000 29500.00 CONCRETE, C, RAILING | | | 0043 708-51813 70.000 m2 | 682.70000 47789.00| 635.00000 44450.00| 650.00000 45500.00 PNEUMATICALLY PLACED MORTAR | | | 0044 708-51814 70.000 m2 | 34.71000 2429.70| 30.00000 2100.00| 32.00000 2240.00 WELDED STEEL WIRE FABRIC | | | 0045 709-51821 LUMP| 13222.51000 13222.51| 13530.00000 13530.00| 13500.00000 13500.00 SURFACE SEAL | | | 0046 715-91361 8.000 m | 43.19000 345.52| 280.00000 2240.00| 110.00000 880.00 PIPE, PVC, 150 mm , DRAIN | | | 0047 720-44000 2.000 EACH| 272.30000 544.60| 1000.00000 2000.00| 450.00000 900.00 CASTING, ADJUST TO GRADE | | | 0048 801-01093 4.000 EACH| 516.00000 2064.00| 480.00000 1920.00| 525.00000 2100.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0049 801-04308 3.000 EACH| 236.50000 709.50| 230.00000 690.00| 250.00000 750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06207 4028.000 m | 2.96000 11922.88| 2.75000 11077.00| 3.00000 12084.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06606 6.000 EACH| 117.18000 703.08| 109.00000 654.00| 125.00000 750.00 BARRICADE, IIIB | | | 0052 801-06625 12.000 EACH| 70.95000 851.40| 66.00000 792.00| 75.00000 900.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 620 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,580,864.30 ROUTE : KENTUCKY AVENUE CALL ORDER : 620 CONTRACT ID : B -26016-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 |(2) 35-2040801 |(3) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06640 27.000 EACH| 93.53000 2525.31| 87.00000 2349.00| 100.00000 2700.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 2.000 EACH| 53.75000 107.50| 50.00000 100.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0055 801-06710 720.000 DAY | 5.38000 3873.60| 5.00000 3600.00| 5.00000 3600.00 FLASHING ARROW SIGN | | | 0056 801-06775 LUMP| 40402.90000 40402.90| 5000.00000 5000.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0057 805-01842 4.000 EACH| 655.75000 2623.00| 550.00000 2200.00| 600.00000 2400.00 HANDHOLE, SIGNAL | | | 0058 805-02037 1.000 EACH| 2426.28000 2426.28| 2500.00000 2500.00| 2750.00000 2750.00 SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0059 805-02072 1.000 EACH| 3569.00000 3569.00| 3900.00000 3900.00| 4200.00000 4200.00 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | WITH COMBINATION LIGHT POLE | | | 0060 805-02077 1.000 EACH| 4321.50000 4321.50| 3900.00000 3900.00| 4200.00000 4200.00 SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | WITH COMBINATION LIGHT POLE | | | 0061 805-02087 LUMP| 193.50000 193.50| 1000.00000 1000.00| 1100.00000 1100.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0062 805-02439 1.000 EACH| 136.53000 136.53| 150.00000 150.00| 165.00000 165.00 CONDUIT RISER, GALVANIZED, 50 mm | | | 0063 805-05870 1.000 EACH| 935.25000 935.25| 600.00000 600.00| 660.00000 660.00 SIGNAL SUPPORT FOUNDATION 760mm X 760mm | | | X 1830mm | | | 0064 805-05870 2.000 EACH| 1018.03000 2036.06| 650.00000 1300.00| 700.00000 1400.00 SIGNAL SUPPORT FOUNDATION 920mm X 920mm | | | X 2140mm | | | 0065 805-06592 160.000 m | 26.88000 4300.80| 29.52000 4723.20| 32.00000 5120.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0066 805-06600 199.000 m | 18.06000 3593.94| 32.80000 6527.20| 36.00000 7164.00 CONDUIT, PVC, 75 mm | | | 0067 805-78109 1.000 EACH| 11094.01000 11094.01| 9890.00000 9890.00| 11000.00000 11000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0068 805-78205 8.000 EACH| 456.88000 3655.04| 400.00000 3200.00| 440.00000 3520.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0069 805-78445 1.000 EACH| 483.75000 483.75| 400.00000 400.00| 440.00000 440.00 SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 620 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,580,864.30 ROUTE : KENTUCKY AVENUE CALL ORDER : 620 CONTRACT ID : B -26016-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 |(2) 35-2040801 |(3) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 805-78465 17.000 m | 4.51000 76.67| 3.94000 66.98| 4.10000 69.70 SIGNAL CABLE, 2C 8GA. | | | 0071 805-78470 228.000 m | 0.99000 225.72| 0.66000 150.48| 0.70000 159.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0072 805-78485 62.000 m | 3.46000 214.52| 2.62000 162.44| 2.85000 176.70 SIGNAL CABLE, 5C 14GA. | | | 0073 805-78490 62.000 m | 3.67000 227.54| 2.95000 182.90| 3.25000 201.50 SIGNAL CABLE, 7C 14GA. | | | 0074 805-78495 157.000 m | 4.97000 780.29| 3.61000 566.77| 3.90000 612.30 SIGNAL CABLE, 9C 14GA. | | | 0075 805-78510 98.000 m | 2.43000 238.14| 1.97000 193.06| 2.20000 215.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0076 805-78785 2.000 EACH| 618.13000 1236.26| 380.00000 760.00| 420.00000 840.00 SIGNAL DETECTOR HOUSING | | | 0077 805-78795 92.000 m | 22.57000 2076.44| 29.52000 2715.84| 32.00000 2944.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0078 805-78925 1.000 EACH| 8.87000 8.87| 500.00000 500.00| 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0079 805-92504 2.000 EACH| 244.03000 488.06| 225.00000 450.00| 240.00000 480.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0080 805-97114 42.000 m | 2.82000 118.44| 3.28000 137.76| 3.50000 147.00 CABLE, INTERCONNECT, 6 PAIR 19 | | | 0081 808-06711 345.000 m | 0.49000 169.05| 0.45000 155.25| 0.50000 172.50 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0082 808-06713 1515.000 m | 0.49000 742.35| 0.45000 681.75| 0.50000 757.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0083 808-06714 1328.000 m | 0.49000 650.72| 0.45000 597.60| 0.50000 664.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0084 808-06716 948.000 m | 1.73000 1640.04| 1.60000 1516.80| 1.75000 1659.00 LINE, REMOVE | | | 0085 808-75067 22.000 m | 19.72000 433.84| 18.25000 401.50| 20.00000 440.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0086 808-75320 4.000 EACH| 43.00000 172.00| 40.00000 160.00| 44.00000 176.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0087 808-75325 4.000 EACH| 53.75000 215.00| 50.00000 200.00| 55.00000 220.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0088 808-75998 33.000 EACH| 35.48000 1170.84| 33.00000 1089.00| 36.00000 1188.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 620 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,580,864.30 ROUTE : KENTUCKY AVENUE CALL ORDER : 620 CONTRACT ID : B -26016-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 |(2) 35-2040801 |(3) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,372,430.00| $ 1,516,707.77| $ 1,523,339.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,372,430.00| $ 1,516,707.77| $ 1,523,339.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 620 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,580,864.30 ROUTE : KENTUCKY AVENUE CALL ORDER : 620 CONTRACT ID : B -26016-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1057871 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |SMOCK FANSLER CORPORATION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 10.000 MOS | 1250.00000 12500.00| 1400.00000 14000.00| 1000.00000 10000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 9500.00000 9500.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 79200.00000 79200.00| 79000.00000 79000.00| 102500.00000 102500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15800.00000 15800.00| 35000.00000 35000.00| 20500.00000 20500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1874.000 m2 | 15.00000 28110.00| 3.00000 5622.00| 8.75000 16397.50 PAVEMENT, REMOVE | | | 0006 202-02274 23.000 m | 30.00000 690.00| 9.00000 207.00| 15.00000 345.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0007 202-51328 LUMP| 156070.00000 156070.00| 95000.00000 95000.00| 275000.00000 275000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 1485.000 m2 | 5.00000 7425.00| 3.00000 4455.00| 2.50000 3712.50 SURFACE MILLING, ASPHALT | | | 0009 202-78515 LUMP| 2500.00000 2500.00| 1400.00000 1400.00| 1750.00000 1750.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 205-02224 100.000 m | 7.00000 700.00| 7.00000 700.00| 7.50000 750.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 206-51230 1941.000 m3 | 10.00000 19410.00| 23.00000 44643.00| 12.50000 24262.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 206-51847 LUMP| 140000.00000 140000.00| 350000.00000 350000.00| 195000.00000 195000.00 TEMPORARY SHORING OF EXISTING STRUCTURE | | | 0013 211-02060 1975.000 m3 | 28.00000 55300.00| 22.00000 43450.00| 27.50000 54312.50 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 264.000 Mg | 22.00000 5808.00| 21.00000 5544.00| 25.00000 6600.00 COMPACTED AGGREGATE, O, 53 | | | 0015 406-05521 1485.000 m2 | 0.20000 297.00| 0.15000 222.75| 0.12000 178.20 ASPHALT FOR TACK COAT | | | 0016 502-06329 553.000 m2 | 55.00000 30415.00| 70.00000 38710.00| 57.50000 31797.50 PCCP, 300 mm | | | 0017 503-05240 71.000 m | 25.00000 1775.00| 26.00000 1846.00| 24.00000 1704.00 D-1 CONTRACTION JOINT | | | 0018 601-01522 2.000 EACH| 1800.00000 3600.00| 1200.00000 2400.00| 2000.00000 4000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-07023 3.000 EACH| 5800.00000 17400.00| 4500.00000 13500.00| 6000.00000 18000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 620 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,580,864.30 ROUTE : KENTUCKY AVENUE CALL ORDER : 620 CONTRACT ID : B -26016-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1057871 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |SMOCK FANSLER CORPORATION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-94689 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| 2750.00000 5500.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 11.430 m | 44.00000 502.92| 42.00000 480.06| 47.50000 542.93 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 602-06639 249.790 m | 60.00000 14987.40| 45.00000 11240.55| 75.00000 18734.25 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06729 28.000 EACH| 8.00000 224.00| 9.00000 252.00| 8.00000 224.00 BARRIER DELINEATOR | | | 0024 605-06090 73.000 m | 50.00000 3650.00| 90.00000 6570.00| 32.50000 2372.50 CURB, INTEGRAL, CONCRETE | | | 0025 610-05527 268.000 Mg | 80.00000 21440.00| 106.00000 28408.00| 110.00000 29480.00 HMA FOR APPROACHES | | | 0026 610-06259 186.000 m2 | 65.00000 12090.00| 65.00000 12090.00| 60.00000 11160.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0027 615-06530 1.000 EACH| 750.00000 750.00| 720.00000 720.00| 750.00000 750.00 POST, BENCHMARK | | | 0028 616-02320 728.000 m2 | 3.00000 2184.00| 5.00000 3640.00| 3.00000 2184.00 GEOTEXTILES | | | 0029 616-05689 790.000 Mg | 30.00000 23700.00| 35.00000 27650.00| 27.50000 21725.00 RIPRAP, CLASS 2 | | | 0030 616-06405 10.000 Mg | 50.00000 500.00| 22.00000 220.00| 27.50000 275.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 325.00000 650.00| 320.00000 640.00| 350.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 500.000 m2 | 2.25000 1125.00| 2.50000 1250.00| 2.10000 1050.00 MULCHED SEEDING, R | | | 0033 702-03607 18.000 EACH| 350.00000 6300.00| 8.00000 144.00| 450.00000 8100.00 CORED HOLE IN CONCRETE | | | 0034 702-51110 871.000 kg | 7.00000 6097.00| 5.00000 4355.00| 6.25000 5443.75 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0035 703-01540 26.000 EACH| 10.00000 260.00| 20.00000 520.00| 15.00000 390.00 THREADED TIE BAR ASSEMBLY | | | 0036 703-51030 2441.000 kg | 1.50000 3661.50| 1.25000 3051.25| 1.50000 3661.50 REINFORCING STEEL | | | 0037 703-51032 78687.000 kg | 1.75000 137702.25| 1.40000 110161.80| 1.60000 125899.20 REINFORCING STEEL, EPOXY COATED | | | 0038 703-97936 642.000 EACH| 14.00000 8988.00| 18.00000 11556.00| 15.00000 9630.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0039 704-51002 653.900 m3 | 800.00000 523120.00| 780.00000 510042.00| 1200.00000 784680.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 620 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,580,864.30 ROUTE : KENTUCKY AVENUE CALL ORDER : 620 CONTRACT ID : B -26016-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1057871 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |SMOCK FANSLER CORPORATION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 704-51106 30.000 EACH| 100.00000 3000.00| 45.00000 1350.00| 250.00000 7500.00 DECK DRAIN | | | 0041 706-05734 1.000 EACH| 1575.00000 1575.00| 2800.00000 2800.00| 1250.00000 1250.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0042 706-51020 47.200 m3 | 600.00000 28320.00| 670.00000 31624.00| 500.00000 23600.00 CONCRETE, C, RAILING | | | 0043 708-51813 70.000 m2 | 700.00000 49000.00| 640.00000 44800.00| 675.00000 47250.00 PNEUMATICALLY PLACED MORTAR | | | 0044 708-51814 70.000 m2 | 25.00000 1750.00| 40.00000 2800.00| 35.00000 2450.00 WELDED STEEL WIRE FABRIC | | | 0045 709-51821 LUMP| 13000.00000 13000.00| 14000.00000 14000.00| 13500.00000 13500.00 SURFACE SEAL | | | 0046 715-91361 8.000 m | 50.00000 400.00| 15.00000 120.00| 50.00000 400.00 PIPE, PVC, 150 mm , DRAIN | | | 0047 720-44000 2.000 EACH| 325.00000 650.00| 500.00000 1000.00| 350.00000 700.00 CASTING, ADJUST TO GRADE | | | 0048 801-01093 4.000 EACH| 1600.00000 6400.00| 500.00000 2000.00| 1000.00000 4000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0049 801-04308 3.000 EACH| 275.00000 825.00| 245.00000 735.00| 300.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06207 4028.000 m | 3.10000 12486.80| 3.00000 12084.00| 3.10000 12486.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06606 6.000 EACH| 125.00000 750.00| 115.00000 690.00| 100.00000 600.00 BARRICADE, IIIB | | | 0052 801-06625 12.000 EACH| 80.00000 960.00| 70.00000 840.00| 100.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 27.000 EACH| 110.00000 2970.00| 90.00000 2430.00| 100.00000 2700.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 2.000 EACH| 60.00000 120.00| 55.00000 110.00| 30.00000 60.00 CONSTRUCTION SIGN, B | | | 0055 801-06710 720.000 DAY | 15.00000 10800.00| 7.00000 5040.00| 15.00000 10800.00 FLASHING ARROW SIGN | | | 0056 801-06775 LUMP| 30000.00000 30000.00| 12000.00000 12000.00| 55000.00000 55000.00 MAINTAINING TRAFFIC | | | 0057 805-01842 4.000 EACH| 600.00000 2400.00| 640.00000 2560.00| 575.00000 2300.00 HANDHOLE, SIGNAL | | | 0058 805-02037 1.000 EACH| 2800.00000 2800.00| 2370.00000 2370.00| 2750.00000 2750.00 SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0059 805-02072 1.000 EACH| 4400.00000 4400.00| 3500.00000 3500.00| 4000.00000 4000.00 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | WITH COMBINATION LIGHT POLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 620 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,580,864.30 ROUTE : KENTUCKY AVENUE CALL ORDER : 620 CONTRACT ID : B -26016-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1057871 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |SMOCK FANSLER CORPORATION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 805-02077 1.000 EACH| 4450.00000 4450.00| 4200.00000 4200.00| 4000.00000 4000.00 SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | WITH COMBINATION LIGHT POLE | | | 0061 805-02087 LUMP| 2000.00000 2000.00| 110.00000 110.00| 1100.00000 1100.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0062 805-02439 1.000 EACH| 175.00000 175.00| 135.00000 135.00| 160.00000 160.00 CONDUIT RISER, GALVANIZED, 50 mm | | | 0063 805-05870 1.000 EACH| 650.00000 650.00| 915.00000 915.00| 650.00000 650.00 SIGNAL SUPPORT FOUNDATION 760mm X 760mm | | | X 1830mm | | | 0064 805-05870 2.000 EACH| 750.00000 1500.00| 994.00000 1988.00| 700.00000 1400.00 SIGNAL SUPPORT FOUNDATION 920mm X 920mm | | | X 2140mm | | | 0065 805-06592 160.000 m | 35.00000 5600.00| 28.00000 4480.00| 30.00000 4800.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0066 805-06600 199.000 m | 35.00000 6965.00| 18.00000 3582.00| 33.00000 6567.00 CONDUIT, PVC, 75 mm | | | 0067 805-78109 1.000 EACH| 11500.00000 11500.00| 10850.00000 10850.00| 10000.00000 10000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0068 805-78205 8.000 EACH| 450.00000 3600.00| 440.00000 3520.00| 425.00000 3400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0069 805-78445 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 425.00000 425.00 SIGNAL SERVICE | | | 0070 805-78465 17.000 m | 4.25000 72.25| 5.00000 85.00| 4.00000 68.00 SIGNAL CABLE, 2C 8GA. | | | 0071 805-78470 228.000 m | 0.75000 171.00| 1.00000 228.00| 1.00000 228.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0072 805-78485 62.000 m | 2.75000 170.50| 3.50000 217.00| 2.75000 170.50 SIGNAL CABLE, 5C 14GA. | | | 0073 805-78490 62.000 m | 3.25000 201.50| 3.60000 223.20| 3.00000 186.00 SIGNAL CABLE, 7C 14GA. | | | 0074 805-78495 157.000 m | 4.00000 628.00| 5.00000 785.00| 3.75000 588.75 SIGNAL CABLE, 9C 14GA. | | | 0075 805-78510 98.000 m | 2.50000 245.00| 3.00000 294.00| 2.00000 196.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0076 805-78785 2.000 EACH| 450.00000 900.00| 604.00000 1208.00| 400.00000 800.00 SIGNAL DETECTOR HOUSING | | | 0077 805-78795 92.000 m | 33.00000 3036.00| 23.00000 2116.00| 30.00000 2760.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 620 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,580,864.30 ROUTE : KENTUCKY AVENUE CALL ORDER : 620 CONTRACT ID : B -26016-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1057871 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |SMOCK FANSLER CORPORATION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-78925 1.000 EACH| 600.00000 600.00| 866.00000 866.00| 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0079 805-92504 2.000 EACH| 275.00000 550.00| 240.00000 480.00| 250.00000 500.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0080 805-97114 42.000 m | 3.50000 147.00| 3.00000 126.00| 3.50000 147.00 CABLE, INTERCONNECT, 6 PAIR 19 | | | 0081 808-06711 345.000 m | 0.46000 158.70| 0.50000 172.50| 0.25000 86.25 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0082 808-06713 1515.000 m | 0.46000 696.90| 0.50000 757.50| 0.25000 378.75 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0083 808-06714 1328.000 m | 0.46000 610.88| 0.50000 664.00| 0.25000 332.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0084 808-06716 948.000 m | 2.00000 1896.00| 1.70000 1611.60| 3.00000 2844.00 LINE, REMOVE | | | 0085 808-75067 22.000 m | 19.00000 418.00| 19.00000 418.00| 22.50000 495.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0086 808-75320 4.000 EACH| 45.00000 180.00| 42.00000 168.00| 55.00000 220.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0087 808-75325 4.000 EACH| 55.00000 220.00| 54.00000 216.00| 75.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0088 808-75998 33.000 EACH| 40.00000 1320.00| 35.00000 1155.00| 55.00000 1815.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,583,700.60| $ 1,668,114.21| $ 2,050,425.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,583,700.60| $ 1,668,114.21| $ 2,050,425.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 630 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 428,216.50 ROUTE : VARIOUS CALL ORDER : 630 CONTRACT ID : B -26023-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/30/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 46540JS 135100C 46540JU OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 91-1798131 FLAME ON, INC. $ 168,711.19 100.0000% 2 91-1957716 DALTON, DAN R., INC. $ 422,851.04 250.6360% 3 35-1609544 SCHUTT-LOOKABILL CO $ 551,013.80 326.6018% ==================================================================================================================================== |(1) 91-1798131 |(2) 91-1957716 |(3) 35-1609544 |FLAME ON, INC. |DALTON, DAN R., INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR - BEAM STRAIGHTENING | | | 0001 105-06790 6.000 MOS | 250.00000 1500.00| 1911.86000 11471.16| 2000.00000 12000.00 FIELD OFFICE, 300 SFT | | | 0003 110-01001 LUMP| 2250.00000 2250.00| 5280.00000 5280.00| 27550.00000 27550.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 711-51038 LUMP| 2000.00000 2000.00| 1740.00000 1740.00| 46770.00000 46770.00 STRUCTURAL STEEL , STR NO 1 | | | 0005 711-51038 LUMP| 500.00000 500.00| 163.00000 163.00| 4400.00000 4400.00 STRUCTURAL STEEL , STR NO 2 | | | 0006 711-51038 LUMP| 1500.00000 1500.00| 454.00000 454.00| 15000.00000 15000.00 STRUCTURAL STEEL , STR NO 3 | | | 0007 711-51038 LUMP| 1000.00000 1000.00| 228.00000 228.00| 6300.00000 6300.00 STRUCTURAL STEEL , STR NO 4 | | | 0008 711-51038 LUMP| 1000.00000 1000.00| 284.00000 284.00| 6000.00000 6000.00 STRUCTURAL STEEL , STR NO 5 | | | 0009 711-51038 LUMP| 1000.00000 1000.00| 638.00000 638.00| 11300.00000 11300.00 STRUCTURAL STEEL , STR NO 6 | | | 0010 711-51038 LUMP| 1000.00000 1000.00| 284.00000 284.00| 12300.00000 12300.00 STRUCTURAL STEEL , STR NO 7 | | | 0011 711-51864 388.000 EACH| 1.00000 388.00| 10.00000 3880.00| 19.00000 7372.00 DRILLED HOLE | | | 0012 711-51866 30.000 EACH| 1.00000 30.00| 10.00000 300.00| 19.00000 570.00 RIVET, REMOVE | | | 0013 711-51867 3.188 SQIN| 1.00000 3.19| 10.00000 31.88| 100.00000 318.80 STRUCTURAL STEEL CUTTING | | | 0014 711-91149 LUMP| 25000.00000 25000.00| 66000.00000 66000.00| 38600.00000 38600.00 STRAIGHTEN STEEL BEAM , STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 630 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 428,216.50 ROUTE : VARIOUS CALL ORDER : 630 CONTRACT ID : B -26023-A COUNTIES : MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 91-1798131 |(2) 91-1957716 |(3) 35-1609544 |FLAME ON, INC. |DALTON, DAN R., INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 711-91149 LUMP| 24000.00000 24000.00| 44000.00000 44000.00| 80400.00000 80400.00 STRAIGHTEN STEEL BEAM , STR NO 2 | | | 0016 711-91149 LUMP| 24000.00000 24000.00| 55000.00000 55000.00| 53000.00000 53000.00 STRAIGHTEN STEEL BEAM , STR NO 3 | | | 0017 711-91149 LUMP| 15000.00000 15000.00| 27500.00000 27500.00| 17375.00000 17375.00 STRAIGHTEN STEEL BEAM , STR NO 4 | | | 0018 711-91149 LUMP| 18000.00000 18000.00| 27500.00000 27500.00| 21300.00000 21300.00 STRAIGHTEN STEEL BEAM , STR NO 5 | | | 0019 711-91149 LUMP| 18000.00000 18000.00| 38500.00000 38500.00| 20500.00000 20500.00 STRAIGHTEN STEEL BEAM , STR NO 6 | | | 0020 711-91149 LUMP| 15000.00000 15000.00| 33000.00000 33000.00| 31600.00000 31600.00 STRAIGHTEN STEEL BEAM , STR NO 7 | | | 0021 727-90308 80.000 LFT | 2.00000 160.00| 28.00000 2240.00| 33.60000 2688.00 EPOXY INJECTION, CRACK PREPARATION | | | 0022 727-90309 4.000 GAL | 100.00000 400.00| 75.00000 300.00| 90.00000 360.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0023 727-93560 LUMP| 100.00000 100.00| 875.00000 875.00| 1050.00000 1050.00 EPOXY INJECTION, FURNISHING EQUIPMENT , | | | STR NO 5 | | | 0024 801-06640 178.000 EACH| 10.00000 1780.00| 60.00000 10680.00| 70.00000 12460.00 CONSTRUCTION SIGN, A | | | 0025 801-06710 110.000 DAY | 10.00000 1100.00| 13.00000 1430.00| 40.00000 4400.00 FLASHING ARROW SIGN | | | 0026 801-06775 LUMP| 2000.00000 2000.00| 17600.00000 17600.00| 32800.00000 32800.00 MAINTAINING TRAFFIC , STR NO 1 | | | 0027 801-06775 LUMP| 2000.00000 2000.00| 17460.00000 17460.00| 19700.00000 19700.00 MAINTAINING TRAFFIC , STR NO 2 | | | 0028 801-06775 LUMP| 2000.00000 2000.00| 17600.00000 17600.00| 22400.00000 22400.00 MAINTAINING TRAFFIC , STR NO 3 | | | 0029 801-06775 LUMP| 2000.00000 2000.00| 17270.00000 17270.00| 9000.00000 9000.00 MAINTAINING TRAFFIC , STR NO 4 | | | 0030 801-06775 LUMP| 2000.00000 2000.00| 1837.00000 1837.00| 10000.00000 10000.00 MAINTAINING TRAFFIC , STR NO 5 | | | 0031 801-06775 LUMP| 2000.00000 2000.00| 1969.00000 1969.00| 10200.00000 10200.00 MAINTAINING TRAFFIC , STR NO 6 | | | 0032 801-06775 LUMP| 2000.00000 2000.00| 17336.00000 17336.00| 13300.00000 13300.00 MAINTAINING TRAFFIC , STR NO 7 | | | SECTION TOTALS | $ 168,711.19| $ 422,851.04| $ 551,013.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 168,711.19| $ 422,851.04| $ 551,013.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 640 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,288.24 ROUTE : SR 29 CALL ORDER : 640 CONTRACT ID : B -26083-A COUNTIES : CLINTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/17/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1354012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057871 SMOCK FANSLER CORPORATION $ 689,731.14 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 713,641.73 103.4666% 3 35-1523985 WIRTZ & YATES, INC. $ 725,262.34 105.1514% 4 35-1315965 FOX CONTRACTORS CORP. $ 730,923.22 105.9721% 5 35-1212938 ATLAS EXCAVATING, INC. $ 736,924.43 106.8422% 6 35-0999231 HUNT PAVING COMPANY, INC. $ 767,074.28 111.2135% ==================================================================================================================================== |(1) 35-1057871 |(2) 35-0918397 |(3) 35-1523985 |SMOCK FANSLER CORPORATION |RIETH RILEY CONSTRUCTION |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 105-01925 12.000 MOS | 1100.00000 13200.00| 1800.00000 21600.00| 1500.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 14000.00000 14000.00| 6500.00000 6500.00| 13500.00000 13500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 35700.00000 35700.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 14000.00000 14000.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 12000.00000 12000.00| 9500.00000 9500.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 989.000 m2 | 3.00000 2967.00| 8.00000 7912.00| 5.00000 4945.00 SURFACE MILLING, ASPHALT | | | 0007 202-74045 9.000 EACH| 44.00000 396.00| 90.00000 810.00| 50.00000 450.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-91385 1.000 EACH| 80.00000 80.00| 600.00000 600.00| 1000.00000 1000.00 INLET, REMOVE | | | 0009 202-96133 33.000 m | 12.00000 396.00| 25.00000 825.00| 50.00000 1650.00 PIPE, REMOVE | | | 0010 203-02000 2038.000 m3 | 16.00000 32608.00| 17.00000 34646.00| 10.46000 21317.48 EXCAVATION, COMMON | | | 0011 203-02045 1604.000 m3 | 8.00000 12832.00| 10.00000 16040.00| 6.54000 10490.16 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 203-02070 1643.000 m3 | 19.00000 31217.00| 13.50000 22180.50| 10.47000 17202.21 BORROW | | | 0013 203-51223 70.000 m3 | 55.00000 3850.00| 15.50000 1085.00| 13.00000 910.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 640 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,288.24 ROUTE : SR 29 CALL ORDER : 640 CONTRACT ID : B -26083-A COUNTIES : CLINTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 |(2) 35-0918397 |(3) 35-1523985 |SMOCK FANSLER CORPORATION |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02224 180.000 m | 6.00000 1080.00| 6.00000 1080.00| 7.00000 1260.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02231 145.000 m | 14.00000 2030.00| 20.00000 2900.00| 40.00000 5800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02232 400.000 m3 | 5.00000 2000.00| 27.00000 10800.00| 30.00000 12000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0017 205-02236 2.000 EACH| 75.00000 150.00| 70.00000 140.00| 100.00000 200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0018 206-51220 407.000 m3 | 23.00000 9361.00| 26.00000 10582.00| 52.50000 21367.50 EXCAVATION, WET | | | 0019 211-02060 706.000 m3 | 27.00000 19062.00| 25.00000 17650.00| 25.00000 17650.00 B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 1567.000 Mg | 17.00000 26639.00| 19.00000 29773.00| 22.00000 34474.00 COMPACTED AGGREGATE, O, 53 | | | 0021 402-05468 2033.000 Mg | 37.00000 75221.00| 39.75000 80811.75| 44.77000 91017.41 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 615.000 Mg | 40.00000 24600.00| 43.00000 26445.00| 48.00000 29520.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 345.000 Mg | 54.00000 18630.00| 56.65000 19544.25| 56.00000 19320.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 314.000 Mg | 56.00000 17584.00| 53.00000 16642.00| 51.00000 16014.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 404-05511 1158.000 m2 | 5.00000 5790.00| 4.25000 4921.50| 5.00000 5790.00 SEAL COAT, 2 | | | 0026 405-05517 2.100 Mg | 464.00000 974.40| 300.00000 630.00| 340.00000 714.00 ASPHALT FOR PRIME COAT | | | 0027 406-05520 4.000 Mg | 347.00000 1388.00| 220.00000 880.00| 225.00000 900.00 ASPHALT FOR TACK COAT | | | 0028 601-01626 2.000 EACH| 1884.00000 3768.00| 1600.00000 3200.00| 1800.00000 3600.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0029 601-01701 1.000 EACH| 1701.00000 1701.00| 1700.00000 1700.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0030 601-94689 3.000 EACH| 2074.00000 6222.00| 2100.00000 6300.00| 2350.00000 7050.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 259.080 m | 38.00000 9845.04| 34.00000 8808.72| 37.00000 9585.96 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 640 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,288.24 ROUTE : SR 29 CALL ORDER : 640 CONTRACT ID : B -26083-A COUNTIES : CLINTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 |(2) 35-0918397 |(3) 35-1523985 |SMOCK FANSLER CORPORATION |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 610-05527 53.000 Mg | 58.00000 3074.00| 97.00000 5141.00| 120.00000 6360.00 HMA FOR APPROACHES | | | 0033 610-06257 148.800 m2 | 50.00000 7440.00| 58.00000 8630.40| 56.50000 8407.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0034 611-06497 1.000 EACH| 220.00000 220.00| 150.00000 150.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 19.000 EACH| 111.00000 2109.00| 120.00000 2280.00| 140.00000 2660.00 RIGHT OF WAY MARKER | | | 0036 615-06505 5.000 EACH| 452.00000 2260.00| 480.00000 2400.00| 550.00000 2750.00 MONUMENT, B | | | 0037 615-06527 1.000 EACH| 341.00000 341.00| 270.00000 270.00| 400.00000 400.00 MONUMENT, SECTION CORNER | | | 0038 616-02320 449.000 m2 | 3.00000 1347.00| 2.60000 1167.40| 5.00000 2245.00 GEOTEXTILES | | | 0039 616-05688 434.000 Mg | 34.00000 14756.00| 39.00000 16926.00| 55.00000 23870.00 RIPRAP, CLASS 1 | | | 0040 616-06451 244.000 Mg | 26.00000 6344.00| 25.00000 6100.00| 26.46000 6456.24 RIPRAP, UNIFORM | | | 0041 621-01004 2.000 EACH| 260.00000 520.00| 250.00000 500.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01882 54.000 kg | 7.00000 378.00| 5.90000 318.60| 8.00000 432.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0043 621-06545 0.700 Mg | 670.00000 469.00| 643.00000 450.10| 700.00000 490.00 FERTILIZER | | | 0044 621-06548 4.000 kg | 53.00000 212.00| 50.00000 200.00| 100.00000 400.00 SEED MIXTURE, CV | | | 0045 621-06553 114.000 kg | 8.00000 912.00| 7.00000 798.00| 8.00000 912.00 SEED MIXTURE, R | | | 0046 621-06565 5.400 Mg | 516.00000 2786.40| 491.00000 2651.40| 600.00000 3240.00 MULCHING MATERIAL | | | 0047 621-06567 71.000 kL | 1.00000 71.00| 0.55000 39.05| 0.65000 46.15 WATER | | | 0048 621-06574 740.000 m2 | 4.00000 2960.00| 2.92000 2160.80| 4.00000 2960.00 SODDING | | | 0049 621-06575 3173.000 m2 | 3.50000 11105.50| 2.92000 9265.16| 4.00000 12692.00 SODDING, NURSERY | | | 0050 702-93722 42.000 m3 | 350.00000 14700.00| 215.00000 9030.00| 432.00000 18144.00 CONCRETE, C | | | 0051 703-51030 3553.000 kg | 1.15000 4085.95| 1.20000 4263.60| 1.54000 5471.62 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 640 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,288.24 ROUTE : SR 29 CALL ORDER : 640 CONTRACT ID : B -26083-A COUNTIES : CLINTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 |(2) 35-0918397 |(3) 35-1523985 |SMOCK FANSLER CORPORATION |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 703-51032 482.000 kg | 1.35000 650.70| 1.50000 723.00| 1.75000 843.50 REINFORCING STEEL, EPOXY COATED | | | 0053 714-04733 15.000 m | 9733.00000 145995.00| 11200.00000 168000.00| 6133.33000 91999.95 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 9450 mm X 3050 mm | | | 0054 714-06660 123.200 m2 | 495.00000 60984.00| 260.00000 32032.00| 688.00000 84761.60 WINGWALL | | | 0055 715-05151 30.000 m | 60.00000 1800.00| 95.00000 2850.00| 80.00000 2400.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0056 715-05152 30.000 m | 68.00000 2040.00| 105.00000 3150.00| 100.00000 3000.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0057 715-05169 13.000 m | 55.00000 715.00| 95.00000 1235.00| 60.00000 780.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-05203 58.000 m | 12.00000 696.00| 15.00000 870.00| 65.52000 3800.16 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0059 715-46005 3.000 EACH| 500.00000 1500.00| 260.00000 780.00| 160.00000 480.00 PIPE END SECTION, 375 mm | | | 0060 715-46010 1.000 EACH| 600.00000 600.00| 280.00000 280.00| 200.00000 200.00 PIPE END SECTION, 450 mm | | | 0061 720-45030 2.000 EACH| 1200.00000 2400.00| 1400.00000 2800.00| 1100.00000 2200.00 INLET, E7 | | | 0062 801-04308 4.000 EACH| 105.00000 420.00| 145.00000 580.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06203 2660.000 m | 0.75000 1995.00| 0.33000 877.80| 0.37000 984.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0064 801-06605 4.000 EACH| 84.00000 336.00| 100.00000 400.00| 250.00000 1000.00 BARRICADE, IIIA | | | 0065 801-06606 8.000 EACH| 84.00000 672.00| 110.00000 880.00| 220.00000 1760.00 BARRICADE, IIIB | | | 0066 801-06625 32.000 EACH| 64.00000 2048.00| 105.00000 3360.00| 130.00000 4160.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 16.000 EACH| 74.00000 1184.00| 85.00000 1360.00| 120.00000 1920.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 2.000 EACH| 34.00000 68.00| 35.00000 70.00| 70.00000 140.00 CONSTRUCTION SIGN, B | | | 0069 801-06775 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0071 802-76025 3.955 m2 | 170.00000 672.35| 140.00000 553.70| 160.00000 632.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 808-06713 1350.000 m | 0.75000 1012.50| 0.26000 351.00| 0.29000 391.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 640 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,288.24 ROUTE : SR 29 CALL ORDER : 640 CONTRACT ID : B -26083-A COUNTIES : CLINTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 |(2) 35-0918397 |(3) 35-1523985 |SMOCK FANSLER CORPORATION |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 808-06714 1310.000 m | 0.75000 982.50| 0.26000 340.60| 0.29000 379.90 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0074 808-75297 9.400 m | 27.00000 253.80| 10.00000 94.00| 12.00000 112.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0075 808-75996 32.000 EACH| 25.00000 800.00| 7.00000 224.00| 20.00000 640.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0076 808-75998 32.000 EACH| 44.00000 1408.00| 60.00000 1920.00| 80.00000 2560.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 802-05701 27.200 m | 30.00000 816.00| 17.00000 462.40| 35.00000 952.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | SECTION TOTALS | $ 689,731.14| $ 713,641.73| $ 725,262.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 689,731.14| $ 713,641.73| $ 725,262.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 640 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,288.24 ROUTE : SR 29 CALL ORDER : 640 CONTRACT ID : B -26083-A COUNTIES : CLINTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1212938 |(6) 35-0999231 |FOX CONTRACTORS CORP. |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1000.00000 12000.00| 1000.00000 12000.00| 592.92000 7115.04 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 13715.00000 13715.00| 11000.00000 11000.00| 8656.90000 8656.90 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10430.00000 10430.00| 37000.00000 37000.00| 38303.05000 38303.05 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2710.00000 2710.00| 9000.00000 9000.00| 15321.51000 15321.51 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 11900.00000 11900.00| 22000.00000 22000.00| 22746.84000 22746.84 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 989.000 m2 | 6.15000 6082.35| 2.80000 2769.20| 3.92000 3876.88 SURFACE MILLING, ASPHALT | | | 0007 202-74045 9.000 EACH| 37.50000 337.50| 40.00000 360.00| 112.60000 1013.40 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-91385 1.000 EACH| 260.00000 260.00| 130.00000 130.00| 350.68000 350.68 INLET, REMOVE | | | 0009 202-96133 33.000 m | 78.00000 2574.00| 46.00000 1518.00| 35.42000 1168.86 PIPE, REMOVE | | | 0010 203-02000 2038.000 m3 | 21.18000 43164.84| 14.00000 28532.00| 22.31000 45467.78 EXCAVATION, COMMON | | | 0011 203-02045 1604.000 m3 | 27.00000 43308.00| 6.60000 10586.40| 7.11000 11404.44 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 203-02070 1643.000 m3 | 24.45000 40171.35| 13.00000 21359.00| 25.11000 41255.73 BORROW | | | 0013 203-51223 70.000 m3 | 41.70000 2919.00| 14.00000 980.00| 48.04000 3362.80 EXCAVATION, WATERWAY | | | 0014 205-02224 180.000 m | 5.75000 1035.00| 6.40000 1152.00| 6.04000 1087.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02231 145.000 m | 37.70000 5466.50| 70.00000 10150.00| 18.98000 2752.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02232 400.000 m3 | 17.00000 6800.00| 11.50000 4600.00| 8.09000 3236.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0017 205-02236 2.000 EACH| 75.00000 150.00| 110.00000 220.00| 78.82000 157.64 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0018 206-51220 407.000 m3 | 25.00000 10175.00| 36.00000 14652.00| 24.79000 10089.53 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 640 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,288.24 ROUTE : SR 29 CALL ORDER : 640 CONTRACT ID : B -26083-A COUNTIES : CLINTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1212938 |(6) 35-0999231 |FOX CONTRACTORS CORP. |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 211-02060 706.000 m3 | 31.50000 22239.00| 26.00000 18356.00| 34.42000 24300.52 B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 1567.000 Mg | 21.00000 32907.00| 16.00000 25072.00| 25.60000 40115.20 COMPACTED AGGREGATE, O, 53 | | | 0021 402-05468 2033.000 Mg | 38.57000 78412.81| 37.00000 75221.00| 40.54000 82417.82 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 615.000 Mg | 46.08000 28339.20| 40.00000 24600.00| 48.42000 29778.30 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 345.000 Mg | 53.58000 18485.10| 53.00000 18285.00| 56.30000 19423.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 314.000 Mg | 48.22000 15141.08| 55.00000 17270.00| 50.67000 15910.38 HMA BASE 25.0 mm, SHOULDER | | | 0025 404-05511 1158.000 m2 | 4.82000 5581.56| 4.80000 5558.40| 5.07000 5871.06 SEAL COAT, 2 | | | 0026 405-05517 2.100 Mg | 321.45000 675.05| 475.00000 997.50| 337.80000 709.38 ASPHALT FOR PRIME COAT | | | 0027 406-05520 4.000 Mg | 214.30000 857.20| 360.00000 1440.00| 225.20000 900.80 ASPHALT FOR TACK COAT | | | 0028 601-01626 2.000 EACH| 1714.42000 3428.84| 1800.00000 3600.00| 2021.20000 4042.40 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0029 601-01701 1.000 EACH| 1821.60000 1821.60| 1900.00000 1900.00| 1824.14000 1824.14 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0030 601-94689 3.000 EACH| 2250.17000 6750.51| 2400.00000 7200.00| 2223.88000 6671.64 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 259.080 m | 36.43000 9438.28| 36.00000 9326.88| 40.42000 10472.01 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 610-05527 53.000 Mg | 109.30000 5792.90| 58.00000 3074.00| 114.85000 6087.05 HMA FOR APPROACHES | | | 0033 610-06257 148.800 m2 | 72.86000 10841.57| 52.00000 7737.60| 66.07000 9831.22 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0034 611-06497 1.000 EACH| 160.75000 160.75| 175.00000 175.00| 236.46000 236.46 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 19.000 EACH| 128.58000 2443.02| 130.00000 2470.00| 118.23000 2246.37 RIGHT OF WAY MARKER | | | 0036 615-06505 5.000 EACH| 514.30000 2571.50| 500.00000 2500.00| 484.19000 2420.95 MONUMENT, B | | | 0037 615-06527 1.000 EACH| 290.00000 290.00| 300.00000 300.00| 365.95000 365.95 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 640 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,288.24 ROUTE : SR 29 CALL ORDER : 640 CONTRACT ID : B -26083-A COUNTIES : CLINTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1212938 |(6) 35-0999231 |FOX CONTRACTORS CORP. |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-02320 449.000 m2 | 3.80000 1706.20| 4.10000 1840.90| 2.49000 1118.01 GEOTEXTILES | | | 0039 616-05688 434.000 Mg | 40.20000 17446.80| 41.00000 17794.00| 44.58000 19347.72 RIPRAP, CLASS 1 | | | 0040 616-06451 244.000 Mg | 26.39000 6439.16| 21.00000 5124.00| 29.65000 7234.60 RIPRAP, UNIFORM | | | 0041 621-01004 2.000 EACH| 270.00000 540.00| 280.00000 560.00| 281.50000 563.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01882 54.000 kg | 6.32000 341.28| 6.10000 329.40| 6.64000 358.56 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0043 621-06545 0.700 Mg | 690.00000 483.00| 675.00000 472.50| 724.03000 506.82 FERTILIZER | | | 0044 621-06548 4.000 kg | 53.15000 212.60| 51.00000 204.00| 55.85000 223.40 SEED MIXTURE, CV | | | 0045 621-06553 114.000 kg | 7.25000 826.50| 7.30000 832.20| 7.62000 868.68 SEED MIXTURE, R | | | 0046 621-06565 5.400 Mg | 526.11000 2840.99| 510.00000 2754.00| 552.87000 2985.50 MULCHING MATERIAL | | | 0047 621-06567 71.000 kL | 0.60000 42.60| 0.70000 49.70| 0.62000 44.02 WATER | | | 0048 621-06574 740.000 m2 | 3.15000 2331.00| 3.30000 2442.00| 3.29000 2434.60 SODDING | | | 0049 621-06575 3173.000 m2 | 3.15000 9994.95| 3.30000 10470.90| 3.29000 10439.17 SODDING, NURSERY | | | 0050 702-93722 42.000 m3 | 270.00000 11340.00| 280.00000 11760.00| 254.52000 10689.84 CONCRETE, C | | | 0051 703-51030 3553.000 kg | 0.80000 2842.40| 1.60000 5684.80| 0.65000 2309.45 REINFORCING STEEL | | | 0052 703-51032 482.000 kg | 1.65000 795.30| 1.70000 819.40| 1.60000 771.20 REINFORCING STEEL, EPOXY COATED | | | 0053 714-04733 15.000 m | 9494.00000 142410.00| 11000.00000 165000.00| 11145.58000 167183.70 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 9450 mm X 3050 mm | | | 0054 714-06660 123.200 m2 | 246.15000 30325.68| 550.00000 67760.00| 265.55000 32715.76 WINGWALL | | | 0055 715-05151 30.000 m | 100.11000 3003.30| 110.00000 3300.00| 118.75000 3562.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0056 715-05152 30.000 m | 108.20000 3246.00| 125.00000 3750.00| 129.27000 3878.10 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0057 715-05169 13.000 m | 89.00000 1157.00| 100.00000 1300.00| 72.24000 939.12 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 640 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,288.24 ROUTE : SR 29 CALL ORDER : 640 CONTRACT ID : B -26083-A COUNTIES : CLINTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1212938 |(6) 35-0999231 |FOX CONTRACTORS CORP. |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 715-05203 58.000 m | 40.00000 2320.00| 7.30000 423.40| 46.78000 2713.24 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0059 715-46005 3.000 EACH| 265.00000 795.00| 200.00000 600.00| 87.86000 263.58 PIPE END SECTION, 375 mm | | | 0060 715-46010 1.000 EACH| 290.00000 290.00| 230.00000 230.00| 114.45000 114.45 PIPE END SECTION, 450 mm | | | 0061 720-45030 2.000 EACH| 1400.00000 2800.00| 990.00000 1980.00| 876.44000 1752.88 INLET, E7 | | | 0062 801-04308 4.000 EACH| 210.00000 840.00| 220.00000 880.00| 112.60000 450.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06203 2660.000 m | 0.60000 1596.00| 0.65000 1729.00| 0.56000 1489.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0064 801-06605 4.000 EACH| 72.00000 288.00| 80.00000 320.00| 90.08000 360.32 BARRICADE, IIIA | | | 0065 801-06606 8.000 EACH| 85.75000 686.00| 90.00000 720.00| 90.08000 720.64 BARRICADE, IIIB | | | 0066 801-06625 32.000 EACH| 83.00000 2656.00| 95.00000 3040.00| 67.56000 2161.92 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 16.000 EACH| 137.15000 2194.40| 170.00000 2720.00| 78.82000 1261.12 CONSTRUCTION SIGN, A | | | 0068 801-06645 2.000 EACH| 48.25000 96.50| 50.00000 100.00| 33.78000 67.56 CONSTRUCTION SIGN, B | | | 0069 801-06775 LUMP| 13800.00000 13800.00| 4000.00000 4000.00| 1132.00000 1132.00 MAINTAINING TRAFFIC | | | 0071 802-76025 3.955 m2 | 148.00000 585.34| 150.00000 593.25| 263.49000 1042.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 808-06713 1350.000 m | 0.35000 472.50| 0.35000 472.50| 0.56000 756.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0073 808-06714 1310.000 m | 0.35000 458.50| 0.35000 458.50| 0.56000 733.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0074 808-75297 9.400 m | 42.85000 402.79| 42.00000 394.80| 28.15000 264.61 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0075 808-75996 32.000 EACH| 13.00000 416.00| 12.00000 384.00| 10.19000 326.08 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0076 808-75998 32.000 EACH| 52.50000 1680.00| 53.00000 1696.00| 45.04000 1441.28 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 802-05701 27.200 m | 31.10000 845.92| 31.00000 843.20| 31.53000 857.62 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 640 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,288.24 ROUTE : SR 29 CALL ORDER : 640 CONTRACT ID : B -26083-A COUNTIES : CLINTON LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1212938 |(6) 35-0999231 |FOX CONTRACTORS CORP. |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 730,923.22| $ 736,924.43| $ 767,074.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 730,923.22| $ 736,924.43| $ 767,074.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 650 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,499.98 ROUTE : I-70 CALL ORDER : 650 CONTRACT ID : B -26095-A COUNTIES : VIGO LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 070100P SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 91-1798131 FLAME ON, INC. $ 34,594.00 100.0000% 2 91-1957716 DALTON, DAN R., INC. $ 43,125.00 124.6603% 3 31-1028573 CIVIL CONSTRUCTION, INC. $ 59,261.00 171.3042% 4 35-1801998 CLR, INC. $ 78,955.00 228.2332% ==================================================================================================================================== |(1) 91-1798131 |(2) 91-1957716 |(3) 31-1028573 |FLAME ON, INC. |DALTON, DAN R., INC. |CIVIL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR - BEAM STRAIGHTENING | | | 0001 110-01001 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 6700.00000 6700.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 711-51038 LUMP| 1500.00000 1500.00| 150.00000 150.00| 2200.00000 2200.00 STRUCTURAL STEEL | | | 0003 711-51864 9.000 EACH| 1.00000 9.00| 10.00000 90.00| 1.00000 9.00 DRILLED HOLE | | | 0004 711-91149 LUMP| 27000.00000 27000.00| 35000.00000 35000.00| 39800.00000 39800.00 STRAIGHTEN STEEL BEAM | | | 0005 801-06640 57.000 EACH| 5.00000 285.00| 65.00000 3705.00| 55.00000 3135.00 CONSTRUCTION SIGN, A | | | 0006 801-06710 30.000 DAY | 10.00000 300.00| 30.00000 900.00| 15.00000 450.00 FLASHING ARROW SIGN | | | 0007 801-06775 LUMP| 3000.00000 3000.00| 1280.00000 1280.00| 6967.00000 6967.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 34,594.00| $ 43,125.00| $ 59,261.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 34,594.00| $ 43,125.00| $ 59,261.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 650 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,499.98 ROUTE : I-70 CALL ORDER : 650 CONTRACT ID : B -26095-A COUNTIES : VIGO LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 | | |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR - BEAM STRAIGHTENING | | | 0001 110-01001 LUMP| 4000.00000 4000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 711-51038 LUMP| 4700.00000 4700.00| | STRUCTURAL STEEL | | | 0003 711-51864 9.000 EACH| 125.00000 1125.00| | DRILLED HOLE | | | 0004 711-91149 LUMP| 61000.00000 61000.00| | STRAIGHTEN STEEL BEAM | | | 0005 801-06640 57.000 EACH| 40.00000 2280.00| | CONSTRUCTION SIGN, A | | | 0006 801-06710 30.000 DAY | 15.00000 450.00| | FLASHING ARROW SIGN | | | 0007 801-06775 LUMP| 5400.00000 5400.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 78,955.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 78,955.00| | ====================================================================================================================================