INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0651162 0651162 0651171 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9996079 GRADEX/RIETH-RILEY/BEATY JV $ 41,474,205.37 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 45,533,000.00 109.7863% ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-01925 36.000 MOS | 1800.00000 64800.00| 1300.00000 46800.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 36.000 MOS | 350.00000 12600.00| 200.00000 7200.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 590000.00000 590000.00| 470000.00000 470000.00| CONSTRUCTION ENGINEERING | | | 0004 105-06964 LUMP| 6000.00000 6000.00| 7000.00000 7000.00| CONTRACT ADMINISTRATION , AERIAL | | | PHOTOGRAPHY | | | 0005 108-01614 LUMP| 18800.00000 18800.00| 15000.00000 15000.00| PARTNERING OVERHEAD | | | 0006 110-01001 LUMP| 2060000.00000 2060000.00| 2280000.00000 2280000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP| 412000.00000 412000.00| 456000.00000 456000.00| CLEARING RIGHT OF WAY | | | 0008 202-02240 58500.000 m2 | 5.05000 295425.00| 4.50000 263250.00| PAVEMENT, REMOVE | | | 0009 202-02241 2678.000 m | 6.00000 16068.00| 7.00000 18746.00| GUARDRAIL, REMOVE | | | 0010 202-03000 LUMP| 4200.00000 4200.00| 500.00000 500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0011 202-03000 LUMP| 1200.00000 1200.00| 3200.00000 3200.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 40SB | | | 0012 202-03000 LUMP| 2600.00000 2600.00| 5200.00000 5200.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 41SA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-03000 LUMP| 1200.00000 1200.00| 100.00000 100.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0014 202-03783 22.000 EACH| 151.76000 3338.72| 200.00000 4400.00| SIGN, PANEL, REMOVE | | | 0015 202-04089 1.000 EACH| 75.88000 75.88| 100.00000 100.00| SHEET SIGN, REMOVE | | | 0016 202-51330 LUMP| 78000.00000 78000.00| 220000.00000 220000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0017 202-51330 LUMP| 93537.00000 93537.00| 250000.00000 250000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0018 202-51330 LUMP| 71478.00000 71478.00| 170000.00000 170000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 6 | | | 0019 202-60820 3200.000 m2 | 4.00000 12800.00| 3.50000 11200.00| SURFACE MILLING, ASPHALT | | | 0020 202-74045 107.000 EACH| 75.88000 8119.16| 75.00000 8025.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0021 202-74050 10.000 EACH| 60.70000 607.00| 60.00000 600.00| SIGN, OVERHEAD, REMOVE | | | 0022 202-74055 5.000 EACH| 3642.25000 18211.25| 4000.00000 20000.00| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0023 202-74080 3.000 EACH| 1915.85000 5747.55| 1600.00000 4800.00| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0024 202-74095 1.000 EACH| 615.65000 615.65| 400.00000 400.00| BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0025 202-78515 LUMP| 19732.91000 19732.91| 19000.00000 19000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0026 202-82065 5.000 EACH| 303.52000 1517.60| 300.00000 1500.00| SIGN CIRCUITRY, BOX TRUSS, REMOVE | | | 0027 202-82066 3.000 EACH| 227.64000 682.92| 220.00000 660.00| SIGN CIRCUITRY, CANTILEVERS, REMOVE | | | 0028 202-93763 4.000 EACH| 191.22000 764.88| 200.00000 800.00| LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0029 202-95579 4.000 EACH| 379.40000 1517.60| 350.00000 1400.00| SERVICE POINT, REMOVE | | | 0030 202-96070 4.000 EACH| 2609.61000 10438.44| 2500.00000 10000.00| HIGH MAST TOWER, REMOVE AND RELOCATE | | | 0031 203-02000 31176.000 m3 | 2.50000 77940.00| 4.00000 124704.00| EXCAVATION, COMMON , WETLANDS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 203-02055 329350.000 m3 | 5.40000 1778490.00| 6.00000 1976100.00| EMBANKMENT | | | 0033 205-02224 3920.000 m | 6.72000 26342.40| 6.40000 25088.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0034 205-02231 331.200 m | 35.00000 11592.00| 28.00000 9273.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0035 205-02234 4.000 EACH| 84.00000 336.00| 80.00000 320.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0036 205-02236 192.000 EACH| 68.00000 13056.00| 65.00000 12480.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0037 206-51230 91.700 m3 | 16.00000 1467.20| 25.00000 2292.50| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0038 211-02050 20000.000 m3 | 17.90000 358000.00| 17.50000 350000.00| B BORROW | | | 0039 211-02060 152900.000 m3 | 22.34000 3415786.00| 20.50000 3134450.00| B BORROW FOR STRUCTURE BACKFILL | | | 0040 303-52308 141300.000 Mg | 11.65000 1646145.00| 13.00000 1836900.00| COMPACTED AGGREGATE, O, 53 | | | 0041 304-06464 61850.000 m3 | 32.70000 2022495.00| 36.00000 2226600.00| SUBBASE FOR PCCP | | | 0042 305-05731 20350.000 Mg | 40.89000 832111.50| 39.00000 793650.00| WIDENING WITH QC/QA HMA | | | 0043 305-06459 4170.000 m2 | 32.60000 135942.00| 40.00000 166800.00| CEMENT CONCRETE , 100 mm | | | 0044 402-05477 293.000 Mg | 72.50000 21242.50| 50.00000 14650.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0045 406-05520 0.900 Mg | 400.00000 360.00| 500.00000 450.00| ASPHALT FOR TACK COAT | | | 0046 501-06266 LUMP| 20513.15000 20513.15| 15000.00000 15000.00| PROFILOGRAPH, PCCP | | | 0047 501-06323 131145.000 m2 | 24.13000 3164528.85| 31.50000 4131067.50| QC/QA PCCP, 300 mm | | | 0048 501-06326 130728.000 m2 | 29.25000 3823794.00| 34.00000 4444752.00| QC/QA PCCP, 375 mm | | | 0049 501-06914 2715.000 m2 | 107.00000 290505.00| 85.00000 230775.00| QC/QA PCCP , 300 mm, MODIFIED | | | 0050 501-06914 6697.000 m2 | 105.00000 703185.00| 105.00000 703185.00| QC/QA PCCP , 375 mm , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 501-06914 2128.000 m2 | 156.00000 331968.00| 120.00000 255360.00| QC/QA PCCP , 560 mm, MODIFIED | | | 0052 503-05240 31700.000 m | 34.91000 1106647.00| 23.00000 729100.00| D-1 CONTRACTION JOINT | | | 0053 503-05310 334.000 m | 330.00000 110220.00| 330.00000 110220.00| TERMINAL JOINT | | | 0054 601-01115 87.400 m | 106.00000 9264.40| 95.20000 8320.48| GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0055 601-03929 30.500 m | 134.00000 4087.00| 120.00000 3660.00| GUARDRAIL, W BEAM, SHOP CURVED, .952 m | | | SPACING | | | 0056 601-04746 13.000 EACH| 12487.31000 162335.03| 12000.00000 156000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0057 601-06228 3.000 EACH| 72800.00000 218400.00| 65275.00000 195825.00| IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0058 601-06233 4.000 EACH| 7475.00000 29900.00| 6700.00000 26800.00| IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0059 601-06246 8.000 EACH| 38000.00000 304000.00| 34075.00000 272600.00| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0060 601-94689 38.000 EACH| 2510.00000 95380.00| 2250.00000 85500.00| GUARDRAIL END TREATMENT, OS | | | 0061 601-99105 1346.800 m | 36.00000 48484.80| 32.00000 43097.60| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0062 601-99106 221.000 m | 63.00000 13923.00| 56.10000 12398.10| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0063 602-01064 585.000 m | 117.90000 68971.50| 190.00000 111150.00| BARRIER, CONCRETE , TYPE II | | | 0064 602-01064 3455.000 m | 129.95000 448977.25| 200.00000 691000.00| BARRIER, CONCRETE , TYPE I | | | 0065 602-01064 58.000 m | 408.60000 23698.80| 430.00000 24940.00| BARRIER, CONCRETE , TYPE II, MODIFIED | | | 0066 602-01064 1143.000 m | 415.13000 474493.59| 450.00000 514350.00| BARRIER, CONCRETE , TYPE IV-A | | | 0067 602-01064 165.000 m | 770.55000 127140.75| 870.00000 143550.00| BARRIER, CONCRETE , TYPE IV-B | | | 0068 602-01064 146.000 m | 775.60000 113237.60| 915.00000 133590.00| BARRIER, CONCRETE , TYPE IV-C | | | 0069 602-01064 155.000 m | 775.60000 120218.00| 950.00000 147250.00| BARRIER, CONCRETE , TYPE IV-D | | | 0070 602-01064 64.000 m | 780.70000 49964.80| 975.00000 62400.00| BARRIER, CONCRETE , TYPE IV-E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 602-01064 320.000 m | 830.40000 265728.00| 1130.00000 361600.00| BARRIER, CONCRETE , TYPE IV-F | | | 0072 602-01064 932.000 m | 344.70000 321260.40| 330.00000 307560.00| BARRIER, CONCRETE , TYPE V | | | 0073 602-01064 819.000 m | 123.30000 100982.70| 150.00000 122850.00| BARRIER, CONCRETE , TYPE III | | | 0074 602-01598 3508.000 m | 153.80000 539530.40| 200.00000 701600.00| BARRIER, MEDIAN, CONCRETE, 1170 mm | | | 0075 602-06032 2200.000 m | 131.50000 289300.00| 150.00000 330000.00| BARRIER, MEDIAN, CONCRETE | | | 0076 602-06639 2540.000 m | 94.60000 240284.00| 88.00000 223520.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0077 602-06646 8300.000 m | 78.38000 650554.00| 87.00000 722100.00| TEMPORARY CONCRETE BARRIER | | | 0078 602-06729 3483.000 EACH| 8.00000 27864.00| 7.00000 24381.00| BARRIER DELINEATOR | | | 0079 603-06045 4410.000 m | 34.00000 149940.00| 35.00000 154350.00| FENCE, CHAIN LINK, 1220 mm | | | 0080 604-06069 6.750 m2 | 48.20000 325.35| 175.00000 1181.25| CURB RAMP, CONCRETE | | | 0081 604-91531 263.000 m2 | 30.25000 7955.75| 33.00000 8679.00| SIDEWALK, CONCRETE, 100 mm | | | 0082 605-06090 1376.000 m | 30.10000 41417.60| 45.00000 61920.00| CURB, INTEGRAL, CONCRETE | | | 0083 605-06140 50.000 m | 42.65000 2132.50| 65.00000 3250.00| CURB AND GUTTER, CONCRETE | | | 0084 605-06240 70.000 m2 | 50.10000 3507.00| 64.00000 4480.00| CENTER CURB, A, CONCRETE | | | 0085 605-06250 2350.000 m2 | 68.40000 160740.00| 100.00000 235000.00| CENTER CURB, C, CONCRETE | | | 0086 605-06270 38.500 m2 | 72.60000 2795.10| 102.00000 3927.00| CENTER CURB, C, CONCRETE, MODIFIED | | | 0087 610-05527 14.000 Mg | 200.00000 2800.00| 70.00000 980.00| HMA FOR APPROACHES | | | 0088 610-06257 376.000 m2 | 62.00000 23312.00| 50.00000 18800.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0089 610-06258 766.000 m2 | 51.00000 39066.00| 55.00000 42130.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 275 mm | | | 0090 610-06263 2432.000 m2 | 53.00000 128896.00| 65.00000 158080.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 611-05330 400.000 m2 | 42.11000 16844.00| 46.00000 18400.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0092 614-06482 250.000 m2 | 65.45000 16362.50| 66.00000 16500.00| HEADER, CEMENT CONCRETE, D | | | 0093 615-06490 2.000 EACH| 116.00000 232.00| 104.00000 208.00| RIGHT OF WAY MARKER | | | 0094 615-06505 1.000 EACH| 458.00000 458.00| 500.00000 500.00| MONUMENT, B | | | 0095 615-06510 2.000 EACH| 430.00000 860.00| 515.00000 1030.00| MONUMENT, C | | | 0096 615-06515 87.000 EACH| 150.00000 13050.00| 260.00000 22620.00| MONUMENT, D | | | 0097 616-02320 2500.000 m2 | 1.40000 3500.00| 2.25000 5625.00| GEOTEXTILES | | | 0098 616-06405 2500.000 Mg | 20.50000 51250.00| 24.00000 60000.00| RIPRAP, REVETMENT | | | 0099 616-94426 57540.000 m2 | 4.97000 285973.80| 6.40000 368256.00| GEOGRID , TYPE A | | | 0100 617-04488 3500.000 m2 | 4.97000 17395.00| 3.25000 11375.00| GEOGRID, SUBGRADE | | | 0101 621-01004 6.000 EACH| 693.00000 4158.00| 660.00000 3960.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0103 621-06545 15.440 Mg | 562.00000 8677.28| 535.00000 8260.40| FERTILIZER | | | 0104 621-06554 2831.400 kg | 9.30000 26332.02| 8.85000 25057.89| SEED MIXTURE, U | | | 0105 621-06557 200.000 kg | 10.80000 2160.00| 10.30000 2060.00| SEED MIXTURE, T | | | 0106 621-06565 78.000 Mg | 515.00000 40170.00| 490.00000 38220.00| MULCHING MATERIAL | | | 0107 621-06570 11170.000 m3 | 4.75000 53057.50| 4.00000 44680.00| TOP SOIL | | | 0108 621-06574 3600.000 m2 | 4.00000 14400.00| 3.80000 13680.00| SODDING | | | 0109 622-52436 36.000 EACH| 30.00000 1080.00| 29.00000 1044.00| SIGN, DO NOT MOW OR SPRAY | | | 0110 701-02936 2631.400 m | 150.00000 394710.00| 200.00000 526280.00| PILE, STEEL H, HP 360 X 132 | | | 0111 701-91792 139.000 EACH| 135.00000 18765.00| 130.00000 18070.00| PILE TIP, STEEL H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 701-93658 612.000 m | 175.00000 107100.00| 205.00000 125460.00| PILE, STEEL H, HP 310 X 93 | | | 0113 702-04325 LUMP| 12400.00000 12400.00| 66000.00000 66000.00| TEMPORARY SHORING , STR. NO. 2 | | | 0114 702-04325 LUMP| 17300.00000 17300.00| 32700.00000 32700.00| TEMPORARY SHORING , STR. NO. 5 | | | 0115 702-51005 337.100 m3 | 535.00000 180348.50| 600.00000 202260.00| CONCRETE, A, SUBSTRUCTURE | | | 0116 703-51030 59270.000 kg | 1.10000 65197.00| 1.25000 74087.50| REINFORCING STEEL | | | 0117 703-51032 278396.000 kg | 1.30000 361914.80| 1.40000 389754.40| REINFORCING STEEL, EPOXY COATED | | | 0118 703-97936 882.000 EACH| 11.00000 9702.00| 17.00000 14994.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0119 704-51002 1469.100 m3 | 450.00000 661095.00| 500.00000 734550.00| CONCRETE, C, SUPERSTRUCTURE | | | 0120 706-01268 112.200 m | 110.00000 12342.00| 100.00000 11220.00| HANDRAIL, ALUMINUM 225 mm | | | 0121 706-04500 5.000 EACH| 2450.00000 12250.00| 4000.00000 20000.00| CONCRETE BARRIER, TRANSITION , | | | HORIZONTAL | | | 0122 706-04500 7.000 EACH| 2750.00000 19250.00| 1900.00000 13300.00| CONCRETE BARRIER, TRANSITION , VERTICAL | | | 0123 706-05732 8.000 EACH| 1790.00000 14320.00| 1600.00000 12800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0124 706-51020 127.400 m3 | 545.00000 69433.00| 500.00000 63700.00| CONCRETE, C, RAILING | | | 0125 707-05986 556.300 m | 425.00000 236427.50| 600.00000 333780.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm X 1220 mm | | | 0126 707-05996 677.700 m | 545.00000 369346.50| 680.00000 460836.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1524 mm | | | 0127 709-51821 LUMP| 10400.00000 10400.00| 10220.00000 10220.00| SURFACE SEAL , STR. NO. 2 | | | 0128 709-51821 LUMP| 4200.00000 4200.00| 3560.00000 3560.00| SURFACE SEAL , STR. NO. 3 | | | 0129 709-51821 LUMP| 3600.00000 3600.00| 2770.00000 2770.00| SURFACE SEAL , STR. NO. 4 | | | 0130 709-51821 LUMP| 11360.00000 11360.00| 11580.00000 11580.00| SURFACE SEAL , STR. NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 711-51038 LUMP| 375333.00000 375333.00| 410000.00000 410000.00| STRUCTURAL STEEL , STR. NO. 3 | | | 0132 711-51038 LUMP| 203295.00000 203295.00| 290000.00000 290000.00| STRUCTURAL STEEL , STR. NO. 4 | | | 0133 714-04854 50.000 m | 1300.00000 65000.00| 1300.00000 65000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm X 900 mm | | | 0134 714-93641 37.000 m | 540.00000 19980.00| 600.00000 22200.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0135 714-93978 100.000 m | 520.00000 52000.00| 725.00000 72500.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0136 714-99348 73.000 m | 745.00000 54385.00| 830.00000 60590.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0137 715-05024 223.000 m | 195.00000 43485.00| 210.00000 46830.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0138 715-05048 17700.000 m | 8.60000 152220.00| 11.00000 194700.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0139 715-05049 3213.000 m | 9.20000 29559.60| 15.00000 48195.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0140 715-05151 2216.000 m | 85.00000 188360.00| 105.00000 232680.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0141 715-05152 231.000 m | 96.00000 22176.00| 112.00000 25872.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0142 715-05153 223.000 m | 110.00000 24530.00| 120.00000 26760.00| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0143 715-05154 107.000 m | 125.00000 13375.00| 150.00000 16050.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0144 715-05155 82.000 m | 147.00000 12054.00| 170.00000 13940.00| PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0145 715-05156 118.000 m | 155.00000 18290.00| 165.00000 19470.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0146 715-05159 62.000 m | 225.00000 13950.00| 260.00000 16120.00| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0147 715-05343 25.000 m | 385.00000 9625.00| 340.00000 8500.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 1.08 | | | m2 | | | 0148 715-44240 19.250 m3 | 1200.00000 23100.00| 700.00000 13475.00| CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 715-46005 37.000 EACH| 220.00000 8140.00| 330.00000 12210.00| PIPE END SECTION, 375 mm | | | 0150 715-46010 2.000 EACH| 250.00000 500.00| 400.00000 800.00| PIPE END SECTION, 450 mm | | | 0151 715-46015 2.000 EACH| 280.00000 560.00| 450.00000 900.00| PIPE END SECTION, 525 mm | | | 0152 715-46020 4.000 EACH| 500.00000 2000.00| 600.00000 2400.00| PIPE END SECTION, 600 mm | | | 0153 715-46025 1.000 EACH| 615.00000 615.00| 610.00000 610.00| PIPE END SECTION, 675 mm | | | 0154 715-46030 4.000 EACH| 880.00000 3520.00| 700.00000 2800.00| PIPE END SECTION, 750 mm | | | 0155 718-06528 1.000 EACH| 615.00000 615.00| 1200.00000 1200.00| OUTLET PROTECTOR, 1 | | | 0156 718-06529 48.000 EACH| 388.00000 18624.00| 550.00000 26400.00| OUTLET PROTECTOR, 2 | | | 0157 718-06531 39.000 EACH| 260.00000 10140.00| 460.00000 17940.00| OUTLET PROTECTOR, 3 | | | 0158 718-52610 3325.000 m3 | 24.00000 79800.00| 30.00000 99750.00| AGGREGATE FOR UNDERDRAINS | | | 0159 718-99153 42175.000 m2 | 0.72000 30366.00| 0.90000 37957.50| GEOTEXTILES FOR UNDERDRAIN | | | 0160 720-44000 9.000 EACH| 575.00000 5175.00| 400.00000 3600.00| CASTING, ADJUST TO GRADE | | | 0161 720-44030 46.000 EACH| 895.00000 41170.00| 850.00000 39100.00| CASTING, 5, FURNISH AND ADJUST TO GRADE | | | 0162 720-45030 5.000 EACH| 1060.00000 5300.00| 1200.00000 6000.00| INLET, E7 | | | 0163 720-45035 2.000 EACH| 1110.00000 2220.00| 1200.00000 2400.00| INLET, F7 | | | 0164 720-45041 22.000 EACH| 2165.00000 47630.00| 2700.00000 59400.00| INLET, H5 | | | 0165 720-45045 32.000 EACH| 1045.00000 33440.00| 1500.00000 48000.00| INLET, J10 | | | 0166 720-45055 17.000 EACH| 1325.00000 22525.00| 1550.00000 26350.00| INLET, M10 | | | 0167 720-45065 12.000 EACH| 2180.00000 26160.00| 3200.00000 38400.00| INLET, N12 | | | 0168 720-45069 1.000 EACH| 1965.00000 1965.00| 2800.00000 2800.00| INLET, P12 | | | 0169 720-45075 1.000 EACH| 1100.00000 1100.00| 1800.00000 1800.00| INLET, R13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 720-45141 60.000 EACH| 1800.00000 108000.00| 2900.00000 174000.00| INLET, H5, MODIFIED | | | 0171 720-45410 15.000 EACH| 1400.00000 21000.00| 2500.00000 37500.00| MANHOLE, C4 | | | 0172 720-93501 4.000 EACH| 5430.00000 21720.00| 5800.00000 23200.00| MANHOLE, L4 | | | 0173 720-94612 1.000 EACH| 4600.00000 4600.00| 4300.00000 4300.00| MANHOLE, K4 | | | 0174 720-95422 9.000 EACH| 3420.00000 30780.00| 4100.00000 36900.00| MANHOLE, J4 | | | 0175 720-98174 2.000 EACH| 1590.00000 3180.00| 2000.00000 4000.00| INLET, B15 | | | 0176 720-98555 1.000 EACH| 1600.00000 1600.00| 2000.00000 2000.00| INLET, C15 | | | 0177 726-92406 9.000 EACH| 920.00000 8280.00| 900.00000 8100.00| BEARING ASSEMBLY, ELASTOMERIC | | | 0178 726-96576 9.000 EACH| 920.00000 8280.00| 925.00000 8325.00| BEARING ASSEMBLY, FIXED | | | 0179 728-98377 LUMP| 11000.00000 11000.00| 10440.00000 10440.00| MASONRY COATING , STR. NO. 5 | | | 0180 731-93945 17478.000 m2 | 87.25000 1524955.50| 102.00000 1782756.00| FACE PANELS, CONCRETE | | | 0181 731-93946 17478.000 m2 | 37.00000 646686.00| 68.00000 1188504.00| WALL ERECTION | | | 0182 731-93947 2729.000 m | 340.00000 927860.00| 250.00000 682250.00| LEVELING PAD, CONCRETE | | | 0183 801-03290 10.000 EACH| 309.75000 3097.50| 500.00000 5000.00| CONSTRUCTION SIGN, C | | | 0184 801-03291 10.000 EACH| 99.75000 997.50| 300.00000 3000.00| CONSTRUCTION SIGN, D | | | 0185 801-04308 26.000 EACH| 1569.75000 40813.50| 525.00000 13650.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0186 801-06198 300.000 DAY | 420.00000 126000.00| 600.00000 180000.00| PATROLLER | | | 0187 801-06203 38400.000 m | 0.23000 8832.00| 0.50000 19200.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0188 801-06606 50.000 EACH| 414.75000 20737.50| 150.00000 7500.00| BARRICADE, IIIB | | | 0189 801-06625 22.000 EACH| 236.25000 5197.50| 200.00000 4400.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0190 801-06640 53.000 EACH| 309.75000 16416.75| 325.00000 17225.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0191 801-06645 21.000 EACH| 99.75000 2094.75| 75.00000 1575.00| CONSTRUCTION SIGN, B | | | 0192 801-06649 900.000 EACH| 20.00000 18000.00| 5.00000 4500.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0193 801-06710 2000.000 DAY | 12.60000 25200.00| 16.00000 32000.00| FLASHING ARROW SIGN | | | 0194 801-06775 LUMP| 250000.00000 250000.00| 321760.34000 321760.34| MAINTAINING TRAFFIC | | | 0195 801-09133 4.000 EACH| 22050.00000 88200.00| 16000.00000 64000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0196 801-53072 LUMP| 15750.00000 15750.00| 15000.00000 15000.00| TEMPORARY TRAFFIC SIGNAL | | | 0197 801-97643 1600.000 m | 10.24000 16384.00| 9.75000 15600.00| TEMPORARY BUZZ STRIPS | | | 0198 802-02293 405.880 m3 | 751.16000 304880.82| 550.00000 223234.00| CONCRETE, SIGN FOUNDATION | | | 0199 802-02849 2.000 EACH| 240.45000 480.90| 230.00000 460.00| SIGN BRACKET, TOP OF WALL MOUNTED | | | 0200 802-04893 11.000 EACH| 252.00000 2772.00| 250.00000 2750.00| REFERENCE POST | | | 0201 802-05701 177.200 m | 18.70000 3313.64| 18.00000 3189.60| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0202 802-05702 544.500 m | 17.85000 9719.33| 17.00000 9256.50| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0203 802-76015 638.620 m2 | 135.10000 86277.56| 130.00000 83020.60| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0204 802-76025 20.540 m2 | 136.73000 2808.43| 131.00000 2690.74| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0205 802-76035 154.940 m2 | 130.96000 20290.94| 125.00000 19367.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0206 802-76045 3.240 m2 | 147.24000 477.06| 140.00000 453.60| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0207 802-76050 4.000 EACH| 225.00000 900.00| 198.00000 792.00| MILEPOST | | | 0208 802-76065 22.500 m | 11.27000 253.58| 11.00000 247.50| SIGN POST, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0209 802-76095 2186.800 kg | 4.23000 9250.16| 4.00000 8747.20| STRUCTURAL STEEL, BREAKAWAY | | | 0210 803-02310 6972.600 kg | 2.93000 20429.72| 2.25000 15688.35| REINFORCING STEEL, SIGN FOUNDATION | | | 0211 803-76110 15.000 EACH| 29792.72000 446890.80| 28500.00000 427500.00| SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0212 803-76140 8.000 EACH| 11999.23000 95993.84| 11440.00000 91520.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0213 803-76170 189.090 m | 419.65000 79351.62| 400.00000 75636.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0214 803-76175 40.640 m | 419.65000 17054.58| 400.00000 16256.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0215 805-01842 37.000 EACH| 609.60000 22555.20| 580.00000 21460.00| HANDHOLE, SIGNAL | | | 0216 805-02087 LUMP| 2731.69000 2731.69| 2600.00000 2600.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0219 805-02658 2165.000 m | 6.14000 13293.10| 5.90000 12773.50| CABLE, COAXIAL | | | 0220 805-03162 LUMP| 3035.21000 3035.21| 2900.00000 2900.00| TRAFFIC SIGNAL EQUIPMENT, REMOVAL, | | | STORAGE AND INSTALLATION | | | 0221 805-03391 100.000 WK | 2940.00000 294000.00| 1850.00000 185000.00| TRUCK, TOW | | | 0222 805-04782 3.000 EACH| 36531.40000 109594.20| 34800.00000 104400.00| VIDEO VEHICLE DETECTOR SYSTEM | | | 0223 805-06592 3985.000 m | 50.90000 202836.50| 49.00000 195265.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0224 805-06595 9440.000 m | 11.13000 105067.20| 11.00000 103840.00| CONDUIT, PVC, 50 mm | | | 0225 805-06881 28.000 EACH| 915.05000 25621.40| 875.00000 24500.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm, | | | RED LED, AMBER LED, GREEN LED | | | 0227 805-06882 6.000 EACH| 767.21000 4603.26| 735.00000 4410.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm, | | | RED LED, AMBER LED ARROW, GREEN LED | | | ARROW LED | | | 0228 805-06974 LUMP| 58113.83000 58113.83| 55300.00000 55300.00| WIM STATION, 4 LANE PIEZO | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0229 805-78010 1.000 EACH| 934.15000 934.15| 900.00000 900.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0230 805-78100 1.000 EACH| 8217.58000 8217.58| 7825.00000 7825.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0231 805-78106 1.000 EACH| 9051.49000 9051.49| 8625.00000 8625.00| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0232 805-78109 1.000 EACH| 9051.49000 9051.49| 8625.00000 8625.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0233 805-78230 13.000 EACH| 557.00000 7241.00| 530.00000 6890.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0234 805-78415 19.000 EACH| 1561.53000 29669.07| 1490.00000 28310.00| SPAN, CATENARY, AND TETHER | | | 0235 805-78420 18.000 EACH| 213.33000 3839.94| 200.00000 3600.00| DISCONNECT HANGER | | | 0236 805-78445 4.000 EACH| 430.57000 1722.28| 410.00000 1640.00| SIGNAL SERVICE | | | 0237 805-78467 110.000 m | 9.51000 1046.10| 9.00000 990.00| SIGNAL CABLE, 3C 8GA. | | | 0238 805-78470 1890.000 m | 2.57000 4857.30| 2.50000 4725.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0239 805-78480 2475.000 m | 3.16000 7821.00| 3.00000 7425.00| SIGNAL CABLE, 3C 14GA. | | | 0240 805-78485 740.000 m | 3.39000 2508.60| 3.30000 2442.00| SIGNAL CABLE, 5C 14GA. | | | 0241 805-78490 1650.000 m | 3.74000 6171.00| 3.60000 5940.00| SIGNAL CABLE, 7C 14GA. | | | 0242 805-78492 144.000 m | 3.74000 538.56| 3.60000 518.40| SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0243 805-78510 1650.000 m | 3.05000 5032.50| 3.00000 4950.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0244 805-78784 1.000 EACH| 191.06000 191.06| 185.00000 185.00| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0245 805-78785 12.000 EACH| 465.22000 5582.64| 450.00000 5400.00| SIGNAL DETECTOR HOUSING | | | 0246 805-78795 728.000 m | 34.58000 25174.24| 33.00000 24024.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0247 805-78906 25.000 EACH| 1567.25000 39181.25| 1500.00000 37500.00| SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0248 805-78925 3.000 EACH| 652.97000 1958.91| 625.00000 1875.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0249 805-81060 25.000 EACH| 3017.77000 75444.25| 2890.00000 72250.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0250 805-86805 1.000 EACH| 2801.55000 2801.55| 2675.00000 2675.00| SERVICE POINT, I | | | 0251 805-86810 7.000 EACH| 3610.05000 25270.35| 3450.00000 24150.00| SERVICE POINT, II | | | 0252 805-86820 5.000 EACH| 615.37000 3076.85| 590.00000 2950.00| CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0253 805-86838 1000.000 m | 1.79000 1790.00| 1.70000 1700.00| WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0254 805-86889 170.000 m | 1.47000 249.90| 1.40000 238.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0255 805-86920 64.000 EACH| 8.49000 543.36| 8.20000 524.80| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0256 805-86925 32.000 EACH| 18.46000 590.72| 17.75000 568.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0257 805-86930 57.000 EACH| 7.22000 411.54| 7.00000 399.00| INSULATING LINK, NOT WATERPROOFED | | | 0258 805-86935 72.000 EACH| 17.48000 1258.56| 17.00000 1224.00| INSULATING LINK, WATERPROOFED | | | 0259 805-86955 25.000 EACH| 192.18000 4804.50| 190.00000 4750.00| CABLE DUCT MARKER | | | 0260 805-90267 169.200 m | 69.65000 11784.78| 67.00000 11336.40| CONDUIT, STEEL, GALVANIZED, 75 mm | | | 0261 805-92455 3.000 EACH| 1314.81000 3944.43| 1260.00000 3780.00| FLASHER BEACON ASSEMBLY | | | 0262 805-98335 4050.000 m | 12.00000 48600.00| 11.50000 46575.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0263 805-98336 350.000 m | 12.30000 4305.00| 11.75000 4112.50| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0264 805-98469 71.000 EACH| 437.56000 31066.76| 415.00000 29465.00| PULL BOX , ITS | | | 0265 807-02191 3.000 EACH| 437.56000 1312.68| 415.00000 1245.00| HANDHOLE, LIGHTING (IN BARRIER WALL) | | | 0266 807-04309 1.000 EACH| 2357.01000 2357.01| 2250.00000 2250.00| PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0267 807-78590 47.000 EACH| 332.26000 15616.22| 300.00000 14100.00| HANDHOLE | | | 0268 807-82001 1.000 EACH| 943.60000 943.60| 900.00000 900.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 2 | | | LUMINAIRES | | | 0269 807-82003 4.000 EACH| 955.15000 3820.60| 920.00000 3680.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0270 807-82004 9.000 EACH| 960.93000 8648.37| 930.00000 8370.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0271 807-82005 1.000 EACH| 966.70000 966.70| 940.00000 940.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0272 807-82008 1.000 EACH| 984.03000 984.03| 950.00000 950.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 9 | | | LUMINAIRES | | | 0273 807-82016 4.000 EACH| 548.84000 2195.36| 525.00000 2100.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0274 807-82017 4.000 EACH| 559.23000 2236.92| 535.00000 2140.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0275 807-82058 2.000 EACH| 2611.50000 5223.00| 2500.00000 5000.00| UNDERPASS CIRCUIT INSTALLATION, 8 | | | LUMINAIRES | | | 0276 807-82400 9.000 EACH| 15821.41000 142392.69| 15000.00000 135000.00| LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0277 807-84752 3.000 EACH| 1081.86000 3245.58| 1030.00000 3090.00| LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0278 807-84804 3.000 EACH| 1110.73000 3332.19| 1060.00000 3180.00| LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0279 807-86620 6.000 EACH| 214.48000 1286.88| 205.00000 1230.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 807-86665 78.000 EACH| 480.13000 37450.14| 460.00000 35880.00| LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0281 807-86750 16.000 EACH| 335.76000 5372.16| 320.00000 5120.00| LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0282 807-86800 98.000 EACH| 358.86000 35168.28| 340.00000 33320.00| LUMINAIRE, SIGN, MERCURY VAPOR WITH | | | GLARE SHIELD AND VANDAL SHIELD, 250 WATT| | | 0283 807-86830 13.000 EACH| 5510.41000 71635.33| 5280.00000 68640.00| CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0284 807-86910 73.000 EACH| 32.20000 2350.60| 31.00000 2263.00| CONNECTOR KIT, UNFUSED | | | 0285 807-86950 41.000 EACH| 54.77000 2245.57| 52.00000 2132.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0286 807-97619 4.000 EACH| 5920.05000 23680.20| 5650.00000 22600.00| HIGH MAST TOWER, RETROFIT | | | 0287 808-03002 2082.000 m | 2.47000 5142.54| 2.35000 4892.70| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0288 808-03631 16150.000 m | 2.47000 39890.50| 2.35000 37952.50| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0289 808-03632 15112.000 m | 2.47000 37326.64| 2.35000 35513.20| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0290 808-05534 4922.000 m | 4.94000 24314.68| 4.70000 23133.40| LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0291 808-05535 525.000 m | 46.20000 24255.00| 44.00000 23100.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0292 808-06680 70.000 m | 23.10000 1617.00| 22.00000 1540.00| TRANSVERSE MARKINGS EPOXY , SOLID, | | | WHITE, CROSSHATCH LINE, 300 mm | | | 0293 808-06800 763.000 m | 46.20000 35250.60| 44.00000 33572.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 600 mm | | | 0294 808-06965 LUMP| 26250.00000 26250.00| 35000.00000 35000.00| LINE, REMOVE | | | 0295 808-74805 275.000 m | 46.20000 12705.00| 44.00000 12100.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0296 808-74807 39.000 EACH| 231.00000 9009.00| 220.00000 8580.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0297 808-74808 34.000 EACH| 309.75000 10531.50| 295.00000 10030.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0298 808-74809 11.000 EACH| 787.50000 8662.50| 750.00000 8250.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0299 808-74811 5209.000 m | 3.10000 16147.90| 2.95000 15366.55| LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0300 808-75996 1198.000 EACH| 6.30000 7547.40| 5.00000 5990.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0301 808-75998 2821.000 EACH| 22.95000 64741.95| 20.00000 56420.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0302 808-94455 120.000 m | 11.55000 1386.00| 11.00000 1320.00| TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | 0303 202-03000 LUMP| 1800.00000 1800.00| 4000.00000 4000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0304 807-04744 LUMP| 36750.00000 36750.00| 22000.00000 22000.00| LIGHTING SYSTEM, EXISTING, MAINTAIN | | | 0305 621-02356 120.000 kg | 101.00000 12120.00| 96.50000 11580.00| SEEDING, WETLAND | | | 0306 805-93027 10.000 EACH| 1823.50000 18235.00| 1800.00000 18000.00| MAST ARM, 6.1 m | | | 0307 805-01885 7.000 EACH| 2138.82000 14971.74| 2000.00000 14000.00| MAST ARM, 9.1 m | | | 0308 714-96642 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| TEMPORARY RETAINING WALL , TYPE 1 | | | 0309 714-96642 LUMP| 18500.00000 18500.00| 16000.00000 16000.00| TEMPORARY RETAINING WALL , TYPE 2 | | | 0310 305-05206 5609.000 Mg | 44.71000 250778.39| 39.00000 218751.00| WIDENING WITH HMA | | | 0311 402-05468 106.000 Mg | 55.00000 5830.00| 39.00000 4134.00| HMA BASE 25.0 mm, MAINLINE | | | 0312 601-01522 8.000 EACH| 1340.00000 10720.00| 1200.00000 9600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0313 621-06567 64.400 kL | 1.05000 67.62| 1.00000 64.40| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 136 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 50,400,937.11 ROUTE : I-65 CALL ORDER : 136 CONTRACT ID : R -25141-A COUNTIES : CLARK LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996079 |(2) 35-2040801 | |GRADEX/RIETH-RILEY/BEATY JV |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0314 715-05161 171.000 m | 270.00000 46170.00| 350.00000 59850.00| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0315 715-05422 439.000 m | 213.00000 93507.00| 175.00000 76825.00| PIPE, SLOTTED DRAIN, 300 mm | | | 0316 715-05053 345.000 m | 32.50000 11212.50| 70.00000 24150.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0317 801-06605 3.000 EACH| 414.75000 1244.25| 1500.00000 4500.00| BARRICADE, IIIA | | | 0318 801-06207 18000.000 m | 2.94000 52920.00| 4.75000 85500.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0319 805-01828 30.000 EACH| 452.33000 13569.90| 435.00000 13050.00| TRAFFIC SIGNAL HEAD, REALIGN | | | 0320 616-95778 18500.000 m2 | 2.15000 39775.00| 2.20000 40700.00| POND LINER | | | 0321 801-05919 167.180 m2 | 164.40000 27484.39| 50.00000 8359.00| SIGN, PANEL, CONSTRUCTION | | | SECTION TOTALS | $ 41,474,205.37| $ 45,533,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 41,474,205.37| $ 45,533,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,981.97 ROUTE : 245 AND 162 CALL ORDER : 140 CONTRACT ID : R -25146-A COUNTIES : SPENCER LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9974008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1142603 MOUNTS ELECTRIC, INC. $ 259,568.68 100.0000% 2 35-2046222 MORPHEY CONSTRUCTION, INC. $ 279,893.60 107.8302% 3 35-1262778 MIDWESTERN ELECTRIC $ 302,531.20 116.5515% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 332,476.12 128.0879% 5 35-0821499 DREW, JAMES H. CORPORATION $ 332,510.59 128.1011% 6 35-2072438 TD & O LLC $ 352,792.80 135.9150% 7 74-2851603 QUANTA SERVICES, INC. $ 369,000.00 142.1589% ==================================================================================================================================== |(1) 35-1142603 |(2) 35-2046222 |(3) 35-1262778 |MOUNTS ELECTRIC, INC. |MORPHEY CONSTRUCTION, INC. |MIDWESTERN ELECTRIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, DOWNTOWN SANTA CLAUS | | | 0001 105-06790 4.000 MOS | 800.00000 3200.00| 1000.00000 4000.00| 980.00000 3920.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3120.00000 3120.00| 3500.00000 3500.00| 2110.00000 2110.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 2600.00000 2600.00| 13500.00000 13500.00| 8785.00000 8785.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 1987.00000 1987.00| 2100.00000 2100.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 10.000 m | 23.40000 234.00| 83.00000 830.00| 26.00000 260.00 CURB, CONCRETE, REMOVE | | | 0006 202-52710 160.000 m2 | 14.43000 2308.80| 5.30000 848.00| 11.25000 1800.00 SIDEWALK, CONCRETE, REMOVE | | | 0007 303-52308 500.000 Mg | 20.65000 10325.00| 37.60000 18800.00| 19.25000 9625.00 COMPACTED AGGREGATE, O, 53 | | | 0008 604-06069 159.000 m2 | 60.00000 9540.00| 50.00000 7950.00| 51.00000 8109.00 CURB RAMP, CONCRETE | | | 0009 604-91531 1250.000 m2 | 40.45000 50562.50| 32.40000 40500.00| 30.00000 37500.00 SIDEWALK, CONCRETE, 100 mm | | | 0010 621-06560 1826.000 m2 | 1.13000 2063.38| 1.10000 2008.60| 1.20000 2191.20 MULCHED SEEDING, U | | | 0011 715-05149 5.000 m | 65.00000 325.00| 167.00000 835.00| 196.00000 980.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0012 801-06640 15.000 EACH| 70.00000 1050.00| 105.00000 1575.00| 107.00000 1605.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,981.97 ROUTE : 245 AND 162 CALL ORDER : 140 CONTRACT ID : R -25146-A COUNTIES : SPENCER LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1142603 |(2) 35-2046222 |(3) 35-1262778 |MOUNTS ELECTRIC, INC. |MORPHEY CONSTRUCTION, INC. |MIDWESTERN ELECTRIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-06775 LUMP| 4500.00000 4500.00| 4200.00000 4200.00| 3771.00000 3771.00 MAINTAINING TRAFFIC | | | 0014 807-03951 59.000 EACH| 2860.00000 168740.00| 3040.00000 179360.00| 3725.00000 219775.00 LIGHT POLE, ORNAMENTAL | | | SECTION TOTALS | $ 259,568.68| $ 279,893.60| $ 302,531.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 259,568.68| $ 279,893.60| $ 302,531.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,981.97 ROUTE : 245 AND 162 CALL ORDER : 140 CONTRACT ID : R -25146-A COUNTIES : SPENCER LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-0821499 |(6) 35-2072438 |DEIG BROTHERS LUMBER & CONST|DREW, JAMES H. CORPORATION |TD & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, DOWNTOWN SANTA CLAUS | | | 0001 105-06790 4.000 MOS | 1700.00000 6800.00| 500.00000 2000.00| 800.00000 3200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 525.00000 525.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13000.00000 13000.00| 15952.34000 15952.34| 19816.26000 19816.26 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1200.00000 1200.00| 3528.00000 3528.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 10.000 m | 21.00000 210.00| 539.68000 5396.80| 11.07000 110.70 CURB, CONCRETE, REMOVE | | | 0006 202-52710 160.000 m2 | 13.00000 2080.00| 20.95000 3352.00| 10.00000 1600.00 SIDEWALK, CONCRETE, REMOVE | | | 0007 303-52308 500.000 Mg | 18.60000 9300.00| 53.48000 26740.00| 17.50000 8750.00 COMPACTED AGGREGATE, O, 53 | | | 0008 604-06069 159.000 m2 | 54.00000 8586.00| 67.28000 10697.52| 46.43000 7382.37 CURB RAMP, CONCRETE | | | 0009 604-91531 1250.000 m2 | 37.00000 46250.00| 48.96000 61200.00| 40.00000 50000.00 SIDEWALK, CONCRETE, 100 mm | | | 0010 621-06560 1826.000 m2 | 1.12000 2045.12| 1.10000 2008.60| 0.77000 1406.02 MULCHED SEEDING, U | | | 0011 715-05149 5.000 m | 56.00000 280.00| 165.38000 826.90| 80.49000 402.45 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0012 801-06640 15.000 EACH| 110.00000 1650.00| 105.00000 1575.00| 75.00000 1125.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 6500.00000 6500.00| 1815.99000 1815.99| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0014 807-03951 59.000 EACH| 3925.00000 231575.00| 3337.16000 196892.44| 4000.00000 236000.00 LIGHT POLE, ORNAMENTAL | | | SECTION TOTALS | $ 332,476.12| $ 332,510.59| $ 352,792.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 332,476.12| $ 332,510.59| $ 352,792.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,981.97 ROUTE : 245 AND 162 CALL ORDER : 140 CONTRACT ID : R -25146-A COUNTIES : SPENCER LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 74-2851603 | | |QUANTA SERVICES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, DOWNTOWN SANTA CLAUS | | | 0001 105-06790 4.000 MOS | 700.00000 2800.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6933.80000 6933.80| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18000.00000 18000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9780.00000 9780.00| | CLEARING RIGHT OF WAY | | | 0005 202-02278 10.000 m | 8.00000 80.00| | CURB, CONCRETE, REMOVE | | | 0006 202-52710 160.000 m2 | 9.00000 1440.00| | SIDEWALK, CONCRETE, REMOVE | | | 0007 303-52308 500.000 Mg | 90.00000 45000.00| | COMPACTED AGGREGATE, O, 53 | | | 0008 604-06069 159.000 m2 | 60.00000 9540.00| | CURB RAMP, CONCRETE | | | 0009 604-91531 1250.000 m2 | 45.00000 56250.00| | SIDEWALK, CONCRETE, 100 mm | | | 0010 621-06560 1826.000 m2 | 1.20000 2191.20| | MULCHED SEEDING, U | | | 0011 715-05149 5.000 m | 260.00000 1300.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0012 801-06640 15.000 EACH| 100.00000 1500.00| | CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 7980.00000 7980.00| | MAINTAINING TRAFFIC | | | 0014 807-03951 59.000 EACH| 3495.00000 206205.00| | LIGHT POLE, ORNAMENTAL | | | SECTION TOTALS | $ 369,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 369,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 700,261.92 ROUTE : 58 CALL ORDER : 250 CONTRACT ID : RS-25010-A COUNTIES : JACKSON LAWRENCE LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4847006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 647,988.01 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 676,368.48 104.3797% 3 35-1418333 ROGERS GROUP, INC. $ 695,500.00 107.3322% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 862,185.00 133.0557% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1418333 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 1200.00000 4800.00| 800.00000 3200.00| 1000.00000 4000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 30000.00000 30000.00| 24600.00000 24600.00| 5802.45000 5802.45 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 4412.800 m2 | 2.00000 8825.60| 2.00000 8825.60| 2.00000 8825.60 SURFACE MILLING, ASPHALT | | | 0004 303-52308 1684.100 Mg | 16.70000 28124.47| 16.50000 27787.65| 20.00000 33682.00 COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 150.000 Mg | 85.00000 12750.00| 135.00000 20250.00| 150.00000 22500.00 HMA FOR PATCHING | | | 0006 401-05456 14228.660 Mg | 31.50000 448202.79| 33.00000 469545.78| 35.65000 507251.73 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 300.000 Mg | 50.00000 15000.00| 39.50000 11850.00| 50.00000 15000.00 HMA WEDGE AND LEVEL | | | 0008 406-05520 46.180 Mg | 175.00000 8081.50| 125.00000 5772.50| 210.00000 9697.80 ASPHALT FOR TACK COAT | | | 0009 610-05527 884.300 Mg | 58.00000 51289.40| 68.00000 60132.40| 65.00000 57479.50 HMA FOR APPROACHES | | | 0010 801-06207 2363.100 m | 3.00000 7089.30| 2.45000 5789.60| 1.95000 4608.05 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0011 801-06640 42.000 EACH| 55.00000 2310.00| 50.00000 2100.00| 50.00000 2100.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 19000.00000 19000.00| 24000.00000 24000.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0013 808-06712 3792.000 m | 0.15000 568.80| 0.15000 568.80| 0.16000 606.72 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 700,261.92 ROUTE : 58 CALL ORDER : 250 CONTRACT ID : RS-25010-A COUNTIES : JACKSON LAWRENCE LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1418333 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-06713 47262.000 m | 0.15000 7089.30| 0.15000 7089.30| 0.15000 7089.30 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0015 808-06714 32379.000 m | 0.15000 4856.85| 0.15000 4856.85| 0.15000 4856.85 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 647,988.01| $ 676,368.48| $ 695,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 647,988.01| $ 676,368.48| $ 695,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 250 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 700,261.92 ROUTE : 58 CALL ORDER : 250 CONTRACT ID : RS-25010-A COUNTIES : JACKSON LAWRENCE LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 2000.00000 8000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 28500.00000 28500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 4412.800 m2 | 4.00000 17651.20| | SURFACE MILLING, ASPHALT | | | 0004 303-52308 1684.100 Mg | 29.50000 49680.95| | COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 150.000 Mg | 120.35000 18052.50| | HMA FOR PATCHING | | | 0006 401-05456 14228.660 Mg | 42.00000 597603.72| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 300.000 Mg | 50.00000 15000.00| | HMA WEDGE AND LEVEL | | | 0008 406-05520 46.180 Mg | 185.00000 8543.30| | ASPHALT FOR TACK COAT | | | 0009 610-05527 884.300 Mg | 85.00000 75165.50| | HMA FOR APPROACHES | | | 0010 801-06207 2363.100 m | 3.00000 7089.30| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0011 801-06640 42.000 EACH| 54.00000 2268.00| | CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 22001.82000 22001.82| | MAINTAINING TRAFFIC | | | 0013 808-06712 3792.000 m | 0.18000 682.56| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0014 808-06713 47262.000 m | 0.15000 7089.30| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0015 808-06714 32379.000 m | 0.15000 4856.85| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 862,185.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 862,185.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 312 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,707.93 ROUTE : 62 CALL ORDER : 312 CONTRACT ID : RS-25457-A COUNTIES : DEARBORN RIPLEY LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3869002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR REJECTED $ 558,601.90 100.0000% 2 61-0476452 HANSON AGGREGATES MIDWEST, INC. $ 582,045.99 104.1969% 3 35-0844079 ROHE, PAUL H. COMPANY $ 598,555.11 107.1523% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 656,500.00 117.5255% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 296,201.83 ROUTE : SR 28 CALL ORDER : 410 CONTRACT ID : B -25287-A COUNTIES : RANDOLPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5468016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 216,211.88 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 247,595.48 114.5152% 3 35-1058755 BAKER & SCHULTZ, INC. $ 279,694.74 129.3614% 4 35-1609544 SCHUTT-LOOKABILL CO $ 282,041.62 130.4468% 5 35-1447641 STRUCTURE CONTRACTORS $ 285,604.12 132.0945% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1364963 |(3) 35-1058755 |PRIMCO, INC. |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, 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 3.000 MOS | 1082.95000 3248.85| 1000.00000 3000.00| 1000.00000 3000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4603.99000 4603.99| 2000.00000 2000.00| 4200.00000 4200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9757.45000 9757.45| 12000.00000 12000.00| 14100.00000 14100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 168.000 m2 | 30.00000 5040.00| 20.00000 3360.00| 12.00000 2016.00 PAVEMENT, REMOVE | | | 0005 202-02241 132.580 m | 25.00000 3314.50| 10.00000 1325.80| 26.25000 3480.23 GUARDRAIL, REMOVE | | | 0006 202-05532 387.000 m2 | 14.00000 5418.00| 8.50000 3289.50| 5.00000 1935.00 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0007 202-51133 56.500 m | 13.58000 767.27| 7.50000 423.75| 15.00000 847.50 RAILING, REMOVE | | | 0008 202-51328 LUMP| 12014.42000 12014.42| 22500.00000 22500.00| 62100.00000 62100.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 533.000 m2 | 5.10000 2718.30| 7.50000 3997.50| 5.00000 2665.00 SURFACE MILLING, ASPHALT | | | 0010 202-99187 116.000 m | 11.74000 1361.84| 10.00000 1160.00| 8.50000 986.00 FENCE, FARM FIELD, REMOVE | | | 0011 213-52830 3.000 m3 | 60.00000 180.00| 100.00000 300.00| 135.00000 405.00 FLOWABLE MORTAR | | | 0012 303-52308 62.700 Mg | 45.50000 2852.85| 20.00000 1254.00| 20.00000 1254.00 COMPACTED AGGREGATE, O, 53 | | | 0013 404-05511 336.000 m2 | 6.00000 2016.00| 6.50000 2184.00| 6.30000 2116.80 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 296,201.83 ROUTE : SR 28 CALL ORDER : 410 CONTRACT ID : B -25287-A COUNTIES : RANDOLPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1364963 |(3) 35-1058755 |PRIMCO, INC. |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 406-05521 533.000 m2 | 0.20000 106.60| 0.25000 133.25| 0.22000 117.26 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1260.00000 5040.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 3120.00000 6240.00| 3750.00000 7500.00| 4935.00000 9870.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 4.000 EACH| 2200.00000 8800.00| 2350.00000 9400.00| 2310.00000 9240.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-97774 1.000 EACH| 700.00000 700.00| 750.00000 750.00| 735.00000 735.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-99105 179.070 m | 32.00000 5730.24| 34.00000 6088.38| 33.60000 6016.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 602-06639 18.000 m | 41.00000 738.00| 50.00000 900.00| 76.00000 1368.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06646 90.000 m | 37.00000 3330.00| 45.00000 4050.00| 74.40000 6696.00 TEMPORARY CONCRETE BARRIER | | | 0022 602-06729 14.000 EACH| 9.59000 134.26| 7.50000 105.00| 9.00000 126.00 BARRIER DELINEATOR | | | 0023 603-06040 116.000 m | 35.00000 4060.00| 37.50000 4350.00| 36.75000 4263.00 FENCE, FARM FIELD, 1190 mm | | | 0024 610-05527 206.000 Mg | 70.00000 14420.00| 75.00000 15450.00| 106.00000 21836.00 HMA FOR APPROACHES | | | 0025 610-06257 174.000 m2 | 50.00000 8700.00| 57.50000 10005.00| 43.00000 7482.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 616-02320 420.000 m2 | 2.50000 1050.00| 3.00000 1260.00| 2.40000 1008.00 GEOTEXTILES | | | 0027 616-06405 294.400 Mg | 30.69000 9035.14| 24.00000 7065.60| 17.80000 5240.32 RIPRAP, REVETMENT | | | 0028 703-01540 22.000 EACH| 16.71000 367.62| 10.00000 220.00| 10.50000 231.00 THREADED TIE BAR ASSEMBLY | | | 0029 703-51030 2198.000 kg | 1.46000 3209.08| 1.50000 3297.00| 1.10000 2417.80 REINFORCING STEEL | | | 0030 703-51032 7682.000 kg | 1.57000 12060.74| 1.60000 12291.20| 1.25000 9602.50 REINFORCING STEEL, EPOXY COATED | | | 0031 704-51002 23.000 m3 | 600.00000 13800.00| 750.00000 17250.00| 500.00000 11500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 4.000 EACH| 800.00000 3200.00| 1100.00000 4400.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51020 14.600 m3 | 450.00000 6570.00| 460.00000 6716.00| 510.00000 7446.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 296,201.83 ROUTE : SR 28 CALL ORDER : 410 CONTRACT ID : B -25287-A COUNTIES : RANDOLPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1364963 |(3) 35-1058755 |PRIMCO, INC. |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 709-51821 LUMP| 1166.91000 1166.91| 2000.00000 2000.00| 4260.00000 4260.00 SURFACE SEAL | | | 0035 710-51870 2.000 m2 | 100.00000 200.00| 500.00000 1000.00| 500.00000 1000.00 REPOINTING MASONRY IN STRUCTURES | | | 0036 711-51864 96.000 EACH| 12.17000 1168.32| 7.50000 720.00| 10.00000 960.00 DRILLED HOLE | | | 0037 722-51401 5.000 m2 | 44.00000 220.00| 125.00000 625.00| 200.00000 1000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 370.000 m2 | 55.00000 20350.00| 65.00000 24050.00| 58.00000 21460.00 BRIDGE DECK OVERLAY | | | 0039 722-51846 3.900 m3 | 395.00000 1540.50| 395.00000 1540.50| 395.00000 1540.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 58.000 m2 | 60.00000 3480.00| 75.00000 4350.00| 80.00000 4640.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 338.000 m2 | 13.50000 4563.00| 10.00000 3380.00| 5.00000 1690.00 SURFACE MILLING | | | 0042 801-01851 LUMP| 10900.00000 10900.00| 12500.00000 12500.00| 18000.00000 18000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0043 801-06203 84.000 m | 1.25000 105.00| 1.50000 126.00| 1.31000 110.04 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 1540.000 m | 3.05000 4697.00| 3.00000 4620.00| 3.20000 4928.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06216 7.200 m | 7.50000 54.00| 7.50000 54.00| 7.88000 56.74 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0046 801-06606 4.000 EACH| 75.00000 300.00| 100.00000 400.00| 78.75000 315.00 BARRICADE, IIIB | | | 0047 801-06640 17.000 EACH| 50.00000 850.00| 80.00000 1360.00| 52.50000 892.50 CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH| 30.00000 60.00| 30.00000 60.00| 31.50000 63.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 4614.00000 4614.00| 15750.00000 15750.00| 3750.00000 3750.00 MAINTAINING TRAFFIC | | | 0050 808-06712 62.000 m | 1.70000 105.40| 2.00000 124.00| 1.80000 111.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 360.000 m | 1.70000 612.00| 2.00000 720.00| 1.80000 648.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06716 476.000 m | 1.85000 880.60| 2.50000 1190.00| 1.95000 928.20 LINE, REMOVE | | | SECTION TOTALS | $ 216,211.88| $ 247,595.48| $ 279,694.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 216,211.88| $ 247,595.48| $ 279,694.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 410 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 296,201.83 ROUTE : SR 28 CALL ORDER : 410 CONTRACT ID : B -25287-A COUNTIES : RANDOLPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1447641 | |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 3.000 MOS | 1500.00000 4500.00| 1800.00000 5400.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 100.00000 100.00| 1200.00000 1200.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14100.00000 14100.00| 14000.00000 14000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 168.000 m2 | 16.00000 2688.00| 40.00000 6720.00| PAVEMENT, REMOVE | | | 0005 202-02241 132.580 m | 15.00000 1988.70| 28.00000 3712.24| GUARDRAIL, REMOVE | | | 0006 202-05532 387.000 m2 | 4.80000 1857.60| 12.00000 4644.00| OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0007 202-51133 56.500 m | 1.00000 56.50| 10.00000 565.00| RAILING, REMOVE | | | 0008 202-51328 LUMP| 38394.00000 38394.00| 15000.00000 15000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 533.000 m2 | 3.35000 1785.55| 10.00000 5330.00| SURFACE MILLING, ASPHALT | | | 0010 202-99187 116.000 m | 6.00000 696.00| 12.00000 1392.00| FENCE, FARM FIELD, REMOVE | | | 0011 213-52830 3.000 m3 | 140.00000 420.00| 135.00000 405.00| FLOWABLE MORTAR | | | 0012 303-52308 62.700 Mg | 40.00000 2508.00| 32.00000 2006.40| COMPACTED AGGREGATE, O, 53 | | | 0013 404-05511 336.000 m2 | 6.96000 2338.56| 7.00000 2352.00| SEAL COAT, 2 | | | 0014 406-05521 533.000 m2 | 0.23000 122.59| 0.20000 106.60| ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1392.00000 5568.00| 1500.00000 6000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 5452.00000 10904.00| 5500.00000 11000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 4.000 EACH| 2552.00000 10208.00| 2400.00000 9600.00| GUARDRAIL END TREATMENT, OS | | | 0018 601-97774 1.000 EACH| 812.00000 812.00| 700.00000 700.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-99105 179.070 m | 37.12000 6647.08| 34.00000 6088.38| GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 410 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 296,201.83 ROUTE : SR 28 CALL ORDER : 410 CONTRACT ID : B -25287-A COUNTIES : RANDOLPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1447641 | |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 18.000 m | 106.00000 1908.00| 85.00000 1530.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06646 90.000 m | 93.00000 8370.00| 90.00000 8100.00| TEMPORARY CONCRETE BARRIER | | | 0022 602-06729 14.000 EACH| 10.00000 140.00| 8.00000 112.00| BARRIER DELINEATOR | | | 0023 603-06040 116.000 m | 41.00000 4756.00| 40.00000 4640.00| FENCE, FARM FIELD, 1190 mm | | | 0024 610-05527 206.000 Mg | 81.20000 16727.20| 75.00000 15450.00| HMA FOR APPROACHES | | | 0025 610-06257 174.000 m2 | 65.00000 11310.00| 65.00000 11310.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 616-02320 420.000 m2 | 2.00000 840.00| 4.00000 1680.00| GEOTEXTILES | | | 0027 616-06405 294.400 Mg | 23.00000 6771.20| 60.00000 17664.00| RIPRAP, REVETMENT | | | 0028 703-01540 22.000 EACH| 13.00000 286.00| 12.00000 264.00| THREADED TIE BAR ASSEMBLY | | | 0029 703-51030 2198.000 kg | 1.35000 2967.30| 1.50000 3297.00| REINFORCING STEEL | | | 0030 703-51032 7682.000 kg | 1.45000 11138.90| 2.00000 15364.00| REINFORCING STEEL, EPOXY COATED | | | 0031 704-51002 23.000 m3 | 1422.00000 32706.00| 800.00000 18400.00| CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51020 14.600 m3 | 455.00000 6643.00| 600.00000 8760.00| CONCRETE, C, RAILING | | | 0034 709-51821 LUMP| 1525.00000 1525.00| 4000.00000 4000.00| SURFACE SEAL | | | 0035 710-51870 2.000 m2 | 538.00000 1076.00| 215.00000 430.00| REPOINTING MASONRY IN STRUCTURES | | | 0036 711-51864 96.000 EACH| 6.00000 576.00| 6.00000 576.00| DRILLED HOLE | | | 0037 722-51401 5.000 m2 | 129.00000 645.00| 119.00000 595.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 370.000 m2 | 59.35000 21959.50| 55.00000 20350.00| BRIDGE DECK OVERLAY | | | 0039 722-51846 3.900 m3 | 395.00000 1540.50| 395.00000 1540.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/01 PAGE : 410 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 296,201.83 ROUTE : SR 28 CALL ORDER : 410 CONTRACT ID : B -25287-A COUNTIES : RANDOLPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1447641 | |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-51852 58.000 m2 | 86.00000 4988.00| 65.00000 3770.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 338.000 m2 | 19.00000 6422.00| 8.00000 2704.00| SURFACE MILLING | | | 0042 801-01851 LUMP| 12644.00000 12644.00| 18000.00000 18000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0043 801-06203 84.000 m | 1.45000 121.80| 2.00000 168.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 1540.000 m | 3.54000 5451.60| 4.00000 6160.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06216 7.200 m | 8.70000 62.64| 20.00000 144.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0046 801-06606 4.000 EACH| 87.00000 348.00| 70.00000 280.00| BARRICADE, IIIB | | | 0047 801-06640 17.000 EACH| 58.00000 986.00| 60.00000 1020.00| CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH| 35.00000 70.00| 40.00000 80.00| CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 5900.00000 5900.00| 17000.00000 17000.00| MAINTAINING TRAFFIC | | | 0050 808-06712 62.000 m | 2.00000 124.00| 1.00000 62.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 360.000 m | 2.00000 720.00| 0.50000 180.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06716 476.000 m | 2.15000 1023.40| 2.00000 952.00| LINE, REMOVE | | | SECTION TOTALS | $ 282,041.62| $ 285,604.12| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 282,041.62| $ 285,604.12| ====================================================================================================================================