INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 474 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,181,652.11 ROUTE : US 421 CALL ORDER : 474 CONTRACT ID : B -23747-B COUNTIES : CARROLL WHITE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 150 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1119001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO STEEL ALTERNATE $ 4,218,794.03 100.0000% ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE REPLACEMENT- STEEL ALTERNATE ALT AL2 | | | 0112 105-01925 12.000 MOS | 1500.00000 18000.00| | FIELD OFFICE, 51.1 m2 | | | 0113 105-06845 LUMP| 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0114 110-01001 LUMP| 200000.00000 200000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0115 201-52370 LUMP| 70000.00000 70000.00| | CLEARING RIGHT OF WAY | | | 0116 202-02241 427.100 m | 3.00000 1281.30| | GUARDRAIL, REMOVE | | | 0117 202-03000 LUMP| 8000.00000 8000.00| | HOUSES AND BUILDINGS, REMOVE | | | 0118 202-03000 LUMP| 4000.00000 4000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 2 | | | 0119 202-03000 LUMP| 6000.00000 6000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 5 | | | 0120 202-51330 LUMP| 300000.00000 300000.00| | PRESENT STRUCTURE, REMOVE | | | 0121 202-60820 282.000 m2 | 6.75000 1903.50| | SURFACE MILLING, ASPHALT | | | 0122 202-74045 28.000 EACH| 35.00000 980.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0123 203-02000 6095.000 m3 | 13.00000 79235.00| | EXCAVATION, COMMON | | | 0124 203-02070 13526.000 m3 | 15.50000 209653.00| | BORROW | | | 0125 203-94803 2314.300 m3 | 15.70000 36334.51| | EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0126 205-02231 406.000 m | 35.00000 14210.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0127 205-02234 9.000 EACH| 90.00000 810.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 474 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,181,652.11 ROUTE : US 421 CALL ORDER : 474 CONTRACT ID : B -23747-B COUNTIES : CARROLL WHITE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 205-02236 2.000 EACH| 100.00000 200.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0129 211-02060 885.000 m3 | 36.00000 31860.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0130 211-06467 65.500 m3 | 26.00000 1703.00| | AGGREGATE FOR END BENT BACKFILL | | | 0131 303-52308 3479.500 Mg | 19.75000 68720.13| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0132 304-04403 28.700 m3 | 67.00000 1922.90| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0133 305-05206 1161.900 Mg | 50.25000 58385.48| | WIDENING WITH HMA | | | 0134 402-05468 2795.100 Mg | 41.00000 114599.10| | HMA BASE 25.0 mm, MAINLINE | | | 0135 402-05474 908.900 Mg | 43.00000 39082.70| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0136 402-05477 641.200 Mg | 48.00000 30777.60| | HMA SURFACE 9.5 mm, MAINLINE | | | 0137 402-05481 597.000 Mg | 44.00000 26268.00| | HMA BASE 25.0 mm, SHOULDER | | | 0138 402-05487 4.600 Mg | 155.00000 713.00| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0139 402-05490 3.500 Mg | 155.00000 542.50| | HMA SURFACE 9.5 mm, SHOULDER | | | 0140 404-05510 3317.000 m2 | 1.90000 6302.30| | SEAL COAT, 1 | | | 0141 406-05521 23161.000 m2 | 0.30000 6948.31| | ASPHALT FOR TACK COAT | | | 0142 601-01522 2.000 EACH| 1500.00000 3000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0143 601-01522 1.000 EACH| 1650.00000 1650.00| | GUARDRAIL TRANSITION TYPE TGB , | | | MODIFIED (TYPE X) | | | 0144 601-01626 1.000 EACH| 2350.00000 2350.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0145 601-01701 4.000 EACH| 1850.00000 7400.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0146 601-06037 2.000 EACH| 750.00000 1500.00| | GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 474 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,181,652.11 ROUTE : US 421 CALL ORDER : 474 CONTRACT ID : B -23747-B COUNTIES : CARROLL WHITE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0147 601-06769 1.000 EACH| 11000.00000 11000.00| | ENERGY ABSORBING TERMINAL, B CZ, 3 BAY | | | 0148 601-99105 550.600 m | 37.00000 20372.20| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0149 602-06639 225.700 m | 80.00000 18056.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0150 603-06065 24.000 m | 62.00000 1488.00| | FENCE, CHAIN LINK, RESET | | | 0151 605-06090 68.820 m | 115.00000 7914.30| | CURB, INTEGRAL, CONCRETE | | | 0152 605-99316 24.600 m2 | 38.00000 934.80| | CURB WALK, INTEGRAL, CONCRETE | | | 0153 610-05527 169.000 Mg | 89.00000 15041.00| | HMA FOR APPROACHES | | | 0154 610-06257 167.500 m2 | 51.00000 8542.50| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0155 611-06497 2.000 EACH| 200.00000 400.00| | MAILBOX ASSEMBLY, SINGLE | | | 0156 615-06490 12.000 EACH| 150.00000 1800.00| | RIGHT OF WAY MARKER | | | 0157 615-06505 6.000 EACH| 500.00000 3000.00| | MONUMENT, B | | | 0158 616-02320 3847.000 m2 | 4.25000 16349.75| | GEOTEXTILES | | | 0159 616-06405 3972.000 Mg | 22.00000 87384.00| | RIPRAP, REVETMENT | | | 0160 621-06574 173.000 m2 | 9.00000 1557.00| | SODDING | | | 0161 701-05779 LUMP| 210000.00000 210000.00| | FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT | | | 0162 701-05780 282.700 m3 | 475.00000 134282.50| | DRILLED SHAFT CONCRETE | | | 0163 701-05781 181.100 m3 | 1175.00000 212792.50| | UNCLASSIFIED SHAFT EXCAVATION | | | 0164 701-05782 5.000 m3 | 700.00000 3500.00| | UNCLASSIFIED EXTRA DEPTH EXCAVATION | | | 0165 701-05783 20.000 h | 950.00000 19000.00| | OBSTRUCTIONS | | | 0166 701-05784 33.000 m | 900.00000 29700.00| | TRIAL SHAFT HOLES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 474 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,181,652.11 ROUTE : US 421 CALL ORDER : 474 CONTRACT ID : B -23747-B COUNTIES : CARROLL WHITE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0167 701-05785 5.000 m | 1200.00000 6000.00| | EXPLORATION (SHAFT EXCAVATION) | | | 0168 701-05787 LUMP| 10000.00000 10000.00| | INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | 0169 701-51195 504.000 m | 92.00000 46368.00| | PILE, STEEL H, HP 310 X 79 | | | 0170 701-91792 28.000 EACH| 120.00000 3360.00| | PILE TIP, STEEL H | | | 0171 702-51005 79.100 m3 | 458.00000 36227.80| | CONCRETE, A, SUBSTRUCTURE | | | 0172 702-51010 140.600 m3 | 458.00000 64394.80| | CONCRETE, B, ABOVE FOOTINGS | | | 0173 702-51015 77.800 m3 | 490.00000 38122.00| | CONCRETE, B, FOOTINGS | | | 0174 702-51100 593.000 kg | 7.00000 4151.00| | DRAIN PIPE, CAST IRON, 150 mm | | | 0175 702-51110 696.800 kg | 7.00000 4877.60| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0176 702-99293 81.200 m3 | 783.00000 63579.60| | CONCRETE, A, SUBSTRUCTURE, MODIFIED | | | 0177 703-51030 28065.000 kg | 1.10000 30871.50| | REINFORCING STEEL | | | 0178 703-51032 104929.000 kg | 1.35000 141654.15| | REINFORCING STEEL, EPOXY COATED | | | 0179 703-90512 228.000 EACH| 10.00000 2280.00| | THREADED BAR SPLICE | | | 0180 703-97703 2656.000 EACH| 14.00000 37184.00| | THREADED BAR SPLICE, EPOXY COATED | | | 0181 704-51002 581.300 m3 | 522.00000 303438.60| | CONCRETE, C, SUPERSTRUCTURE | | | 0182 706-06343 155.900 m | 415.00000 64698.50| | RAILING, PS-2 | | | 0183 706-06354 2.000 EACH| 1500.00000 3000.00| | CONCRETE BRIDGE RAILING TRANSITION, TPST| | | 0184 706-51020 18.000 m3 | 550.00000 9900.00| | CONCRETE, C, RAILING | | | 0185 706-98353 223.100 m | 320.00000 71392.00| | RAILING, CURB MOUNT, 2 TUBED | | | 0186 707-92406 8.000 EACH| 1200.00000 9600.00| | BEARING ASSEMBLY, ELASTOMERIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 474 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,181,652.11 ROUTE : US 421 CALL ORDER : 474 CONTRACT ID : B -23747-B COUNTIES : CARROLL WHITE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0187 707-96476 8.000 EACH| 3065.00000 24520.00| | BEARING ASSEMBLY, FIXED | | | 0188 709-51821 LUMP| 15000.00000 15000.00| | SURFACE SEAL | | | 0189 711-51038 LUMP| 800000.00000 800000.00| | STRUCTURAL STEEL | | | 0190 711-51080 8.000 EACH| 110.00000 880.00| | ANCHOR PLATE, AP3 | | | 0191 715-05048 998.500 m | 15.00000 14977.50| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0192 715-05053 107.900 m | 32.00000 3452.80| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0193 715-05149 30.700 m | 46.00000 1412.20| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0194 715-05151 46.800 m | 59.00000 2761.20| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0195 715-05152 41.100 m | 65.00000 2671.50| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0196 715-05169 93.800 m | 58.00000 5440.40| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0197 715-05407 34.000 m | 39.00000 1326.00| | PIPE, END BENT DRAIN, 150 mm | | | 0198 715-46000 2.000 EACH| 120.00000 240.00| | PIPE END SECTION, 300 mm | | | 0199 715-46005 16.000 EACH| 130.00000 2080.00| | PIPE END SECTION, 375 mm | | | 0200 715-46010 2.000 EACH| 150.00000 300.00| | PIPE END SECTION, 450 mm | | | 0201 718-06529 10.000 EACH| 450.00000 4500.00| | OUTLET PROTECTOR, 2 | | | 0202 718-06531 1.000 EACH| 550.00000 550.00| | OUTLET PROTECTOR, 3 | | | 0203 718-52610 225.660 m3 | 40.00000 9026.40| | AGGREGATE FOR UNDERDRAINS | | | 0204 718-99153 1997.000 m2 | 4.75000 9485.75| | GEOTEXTILES FOR UNDERDRAIN | | | 0205 720-45410 2.000 EACH| 1600.00000 3200.00| | MANHOLE, C4 | | | 0206 720-94906 2.000 EACH| 900.00000 1800.00| | INLET, X5 | | | 0207 724-51925 28.200 m | 577.00000 16271.40| | STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 474 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,181,652.11 ROUTE : US 421 CALL ORDER : 474 CONTRACT ID : B -23747-B COUNTIES : CARROLL WHITE LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0208 730-26811 1.000 EACH| 4900.00000 4900.00| | GRATED BOX END SECTION, I, 2:1, 875 mm | | | x 600 mm , MODIFIED | | | 0209 801-06207 10596.000 m | 3.15000 33377.40| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0210 801-06605 6.000 EACH| 200.00000 1200.00| | BARRICADE, IIIA | | | 0211 801-06640 20.000 EACH| 215.00000 4300.00| | CONSTRUCTION SIGN, A | | | 0212 801-06645 1.000 EACH| 50.00000 50.00| | CONSTRUCTION SIGN, B | | | 0213 801-06775 LUMP| 75000.00000 75000.00| | MAINTAINING TRAFFIC | | | 0214 801-97643 194.400 m | 45.00000 8748.00| | TEMPORARY BUZZ STRIPS , TEMPORARY | | | 0215 802-02489 92.050 m | 48.00000 4418.40| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0216 802-76025 8.080 m2 | 225.00000 1818.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0217 802-76030 1.360 m2 | 190.00000 258.40| | SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0218 804-06770 22.000 EACH| 30.00000 660.00| | DELINEATOR POST | | | 0219 808-06713 1792.000 m | 0.49000 878.08| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0220 808-75245 1639.000 m | 1.03000 1688.17| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0221 808-75297 29.000 m | 24.00000 696.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0222 808-75998 59.000 EACH| 40.00000 2360.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 4,218,794.03| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,218,794.03| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,949.46 ROUTE : SR 16 CALL ORDER : 490 CONTRACT ID : B -24602-A COUNTIES : CASS LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/10/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5409009 5409009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 791,750.89 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 844,536.96 106.6670% 3 35-1058755 BAKER & SCHULTZ, INC. CONDITIONAL $ 857,392.13 108.2906% 4 35-1523985 WIRTZ & YATES, INC. $ 862,878.90 108.9836% 5 35-1489621 HRP CONSTRUCTION, INC. $ 910,243.49 114.9658% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1386990 |(3) 35-1058755 |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO |BAKER & SCHULTZ, 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 9.000 MOS | 750.00000 6750.00| 1500.00000 13500.00| 800.00000 7200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 14000.00000 14000.00| 17000.00000 17000.00| 14520.00000 14520.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 30000.00000 30000.00| 36000.00000 36000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 9500.00000 9500.00| 8425.00000 8425.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 6000.00000 6000.00| 6800.00000 6800.00| 2160.00000 2160.00 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02272 35.000 m | 30.00000 1050.00| 90.00000 3150.00| 32.40000 1134.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-51330 LUMP| 18000.00000 18000.00| 25000.00000 25000.00| 23450.00000 23450.00 PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0008 202-51330 LUMP| 18000.00000 18000.00| 25000.00000 25000.00| 23000.00000 23000.00 PRESENT STRUCTURE, REMOVE , STR NO 2 | | | 0009 202-60820 432.000 m2 | 5.50000 2376.00| 7.50000 3240.00| 10.00000 4320.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 2140.000 m3 | 13.00000 27820.00| 15.00000 32100.00| 28.10000 60134.00 EXCAVATION, COMMON | | | 0011 203-02070 432.000 m3 | 12.50000 5400.00| 17.25000 7452.00| 32.40000 13996.80 BORROW | | | 0012 205-02224 425.000 m | 5.50000 2337.50| 7.00000 2975.00| 5.75000 2443.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,949.46 ROUTE : SR 16 CALL ORDER : 490 CONTRACT ID : B -24602-A COUNTIES : CASS LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1386990 |(3) 35-1058755 |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02231 288.000 m | 44.00000 12672.00| 31.00000 8928.00| 23.75000 6840.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 211-02060 1181.000 m3 | 28.00000 33068.00| 24.00000 28344.00| 25.35000 29938.35 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 2460.000 Mg | 14.50000 35670.00| 18.00000 44280.00| 19.10000 46986.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05468 1576.000 Mg | 38.50000 60676.00| 42.00000 66192.00| 40.00000 63040.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 547.000 Mg | 40.50000 22153.50| 44.00000 24068.00| 42.10000 23028.70 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 314.000 Mg | 47.50000 14915.00| 51.00000 16014.00| 49.70000 15605.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 190.000 Mg | 42.50000 8075.00| 44.00000 8360.00| 44.30000 8417.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 956.000 m2 | 2.80000 2676.80| 4.00000 3824.00| 2.80000 2676.80 SEAL COAT, 2 | | | 0022 405-05517 7.300 Mg | 423.91000 3094.54| 550.00000 4015.00| 432.00000 3153.60 ASPHALT FOR PRIME COAT | | | 0023 406-05520 2.150 Mg | 170.00000 365.50| 300.00000 645.00| 173.00000 371.95 ASPHALT FOR TACK COAT | | | 0024 601-01740 1.000 EACH| 1650.00000 1650.00| 1700.00000 1700.00| 2090.00000 2090.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-02636 22.860 m | 41.50000 948.69| 48.00000 1097.28| 73.70000 1684.78 GUARDRAIL, W BEAM, NESTED | | | 0026 601-06037 7.000 EACH| 620.00000 4340.00| 710.00000 4970.00| 770.00000 5390.00 GUARDRAIL END TREATMENT, I | | | 0027 601-91921 10.000 EACH| 240.00000 2400.00| 115.00000 1150.00| 286.00000 2860.00 GUARDRAIL POST ANCHOR | | | 0028 601-99105 516.255 m | 32.00000 16520.16| 40.00000 20650.20| 39.70000 20495.32 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 607-06175 80.000 m | 51.00000 4080.00| 35.00000 2800.00| 65.60000 5248.00 GUTTER, CONCRETE | | | 0030 610-06257 89.500 m2 | 58.00000 5191.00| 51.00000 4564.50| 55.00000 4922.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 611-06497 1.000 EACH| 110.00000 110.00| 135.00000 135.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 37.000 EACH| 105.00000 3885.00| 120.00000 4440.00| 124.00000 4588.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 490 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,949.46 ROUTE : SR 16 CALL ORDER : 490 CONTRACT ID : B -24602-A COUNTIES : CASS LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1386990 |(3) 35-1058755 |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 615-06505 4.000 EACH| 340.00000 1360.00| 500.00000 2000.00| 470.00000 1880.00 MONUMENT, B | | | 0034 616-02320 1809.000 m2 | 4.10000 7416.90| 4.20000 7597.80| 2.50000 4522.50 GEOTEXTILES | | | 0035 616-06405 910.000 Mg | 19.50000 17745.00| 21.50000 19565.00| 24.85000 22613.50 RIPRAP, REVETMENT | | | 0036 616-06451 676.100 Mg | 19.00000 12845.90| 23.00000 15550.30| 26.00000 17578.60 RIPRAP, UNIFORM | | | 0037 621-01004 4.000 EACH| 215.00000 860.00| 700.00000 2800.00| 216.00000 864.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 1.458 Mg | 655.00000 954.99| 552.00000 804.82| 675.00000 984.15 FERTILIZER | | | 0039 621-06553 153.100 kg | 8.80000 1347.28| 12.00000 1837.20| 9.10000 1393.21 SEED MIXTURE, R | | | 0040 621-06557 153.100 kg | 7.40000 1132.94| 11.00000 1684.10| 7.70000 1178.87 SEED MIXTURE, T | | | 0041 621-06565 7.310 Mg | 500.00000 3655.00| 475.00000 3472.25| 520.00000 3801.20 MULCHING MATERIAL | | | 0042 621-06567 25.900 kL | 0.60000 15.54| 10.00000 259.00| 0.55000 14.25 WATER | | | 0043 621-06574 1025.000 m2 | 3.80000 3895.00| 8.00000 8200.00| 3.90000 3997.50 SODDING | | | 0044 621-06575 412.000 m2 | 3.80000 1565.60| 9.00000 3708.00| 3.90000 1606.80 SODDING, NURSERY | | | 0045 622-52436 7.000 EACH| 26.00000 182.00| 30.00000 210.00| 27.00000 189.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 162.000 EACH| 9.50000 1539.00| 12.00000 1944.00| 9.75000 1579.50 SEEDLING | | | 0047 703-51030 2318.000 kg | 1.65000 3824.70| 1.87000 4334.66| 1.50000 3477.00 REINFORCING STEEL | | | 0048 704-51002 16.730 m3 | 245.00000 4098.85| 650.00000 10874.50| 560.00000 9368.80 CONCRETE, C, SUPERSTRUCTURE | | | 0049 714-03437 184.000 m2 | 360.00000 66240.00| 375.00000 69000.00| 355.00000 65320.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0050 714-04733 11.600 m | 9800.00000 113680.00| 10500.00000 121800.00| 10625.00000 123250.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 8530 mm X 3050 mm | | | 0051 714-04733 11.600 m | 13500.00000 156600.00| 11300.00000 131080.00| 11727.00000 136033.20 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 9750 mm X 3660 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 490 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,949.46 ROUTE : SR 16 CALL ORDER : 490 CONTRACT ID : B -24602-A COUNTIES : CASS LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1386990 |(3) 35-1058755 |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05171 17.000 m | 105.00000 1785.00| 65.00000 1105.00| 106.00000 1802.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0053 715-46010 2.000 EACH| 185.00000 370.00| 175.00000 350.00| 270.00000 540.00 PIPE END SECTION, 450 mm | | | 0054 801-04308 2.000 EACH| 280.00000 560.00| 310.00000 620.00| 287.00000 574.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 12.000 EACH| 85.00000 1020.00| 115.00000 1380.00| 86.00000 1032.00 BARRICADE, IIIA | | | 0056 801-06625 13.000 EACH| 85.00000 1105.00| 110.00000 1430.00| 82.00000 1066.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 31.000 EACH| 90.00000 2790.00| 105.00000 3255.00| 80.00000 2480.00 CONSTRUCTION SIGN, A | | | 0058 801-06645 4.000 EACH| 37.00000 148.00| 50.00000 200.00| 38.00000 152.00 CONSTRUCTION SIGN, B | | | 0059 802-05701 15.400 m | 36.50000 562.10| 42.00000 646.80| 33.50000 515.90 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0060 802-76035 2.850 m2 | 175.00000 498.75| 210.00000 598.50| 210.00000 598.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0061 808-06703 1202.000 m | 0.90000 1081.80| 1.30000 1562.60| 1.25000 1502.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0062 808-75240 692.000 m | 0.90000 622.80| 1.30000 899.60| 1.25000 865.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0063 808-75245 602.000 m | 0.90000 541.80| 1.30000 782.60| 1.25000 752.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0064 808-75998 56.000 EACH| 26.00000 1456.00| 55.00000 3080.00| 27.00000 1512.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 621-06548 0.150 kg | 175.00000 26.25| 75.00000 11.25| 182.00000 27.30 SEED MIXTURE, CV | | | SECTION TOTALS | $ 791,750.89| $ 844,536.96| $ 857,392.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 791,750.89| $ 844,536.96| $ 857,392.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 490 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,949.46 ROUTE : SR 16 CALL ORDER : 490 CONTRACT ID : B -24602-A COUNTIES : CASS LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1489621 | |WIRTZ & YATES, INC. |HRP CONSTRUCTION, 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 9.000 MOS | 1500.00000 13500.00| 500.00000 4500.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 45000.00000 45000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 12500.00000 12500.00| CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 10000.00000 10000.00| 12500.00000 12500.00| CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02272 35.000 m | 40.00000 1400.00| 7.00000 245.00| PAVED SIDE DITCH, REMOVE | | | 0007 202-51330 LUMP| 30000.00000 30000.00| 44000.00000 44000.00| PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0008 202-51330 LUMP| 35000.00000 35000.00| 66000.00000 66000.00| PRESENT STRUCTURE, REMOVE , STR NO 2 | | | 0009 202-60820 432.000 m2 | 6.00000 2592.00| 3.48000 1503.36| SURFACE MILLING, ASPHALT | | | 0010 203-02000 2140.000 m3 | 10.00000 21400.00| 10.00000 21400.00| EXCAVATION, COMMON | | | 0011 203-02070 432.000 m3 | 20.00000 8640.00| 11.00000 4752.00| BORROW | | | 0012 205-02224 425.000 m | 7.00000 2975.00| 5.25000 2231.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02231 288.000 m | 40.00000 11520.00| 6.00000 1728.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 211-02060 1181.000 m3 | 20.32000 23997.92| 15.00000 17715.00| B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 2460.000 Mg | 17.60000 43296.00| 17.00000 41820.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05468 1576.000 Mg | 42.50000 66980.00| 37.00000 58312.00| HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 547.000 Mg | 44.00000 24068.00| 39.00000 21333.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 314.000 Mg | 51.50000 16171.00| 46.00000 14444.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 190.000 Mg | 46.00000 8740.00| 41.00000 7790.00| HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 490 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,949.46 ROUTE : SR 16 CALL ORDER : 490 CONTRACT ID : B -24602-A COUNTIES : CASS LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1489621 | |WIRTZ & YATES, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05511 956.000 m2 | 2.90000 2772.40| 2.60000 2485.60| SEAL COAT, 2 | | | 0022 405-05517 7.300 Mg | 480.00000 3504.00| 400.00000 2920.00| ASPHALT FOR PRIME COAT | | | 0023 406-05520 2.150 Mg | 200.00000 430.00| 160.00000 344.00| ASPHALT FOR TACK COAT | | | 0024 601-01740 1.000 EACH| 2120.00000 2120.00| 1900.00000 1900.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-02636 22.860 m | 75.00000 1714.50| 67.00000 1531.62| GUARDRAIL, W BEAM, NESTED | | | 0026 601-06037 7.000 EACH| 805.00000 5635.00| 700.00000 4900.00| GUARDRAIL END TREATMENT, I | | | 0027 601-91921 10.000 EACH| 300.00000 3000.00| 260.00000 2600.00| GUARDRAIL POST ANCHOR | | | 0028 601-99105 516.255 m | 40.00000 20650.20| 36.10000 18636.81| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 607-06175 80.000 m | 60.00000 4800.00| 15.00000 1200.00| GUTTER, CONCRETE | | | 0030 610-06257 89.500 m2 | 56.00000 5012.00| 50.00000 4475.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 611-06497 1.000 EACH| 250.00000 250.00| 180.00000 180.00| MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 37.000 EACH| 125.00000 4625.00| 113.00000 4181.00| RIGHT OF WAY MARKER | | | 0033 615-06505 4.000 EACH| 480.00000 1920.00| 425.00000 1700.00| MONUMENT, B | | | 0034 616-02320 1809.000 m2 | 4.50000 8140.50| 2.50000 4522.50| GEOTEXTILES | | | 0035 616-06405 910.000 Mg | 26.40000 24024.00| 16.00000 14560.00| RIPRAP, REVETMENT | | | 0036 616-06451 676.100 Mg | 28.60000 19336.46| 17.00000 11493.70| RIPRAP, UNIFORM | | | 0037 621-01004 4.000 EACH| 300.00000 1200.00| 200.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 1.458 Mg | 700.00000 1020.60| 625.00000 911.25| FERTILIZER | | | 0039 621-06553 153.100 kg | 9.50000 1454.45| 8.40000 1286.04| SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 490 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,949.46 ROUTE : SR 16 CALL ORDER : 490 CONTRACT ID : B -24602-A COUNTIES : CASS LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1489621 | |WIRTZ & YATES, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06557 153.100 kg | 9.00000 1377.90| 7.10000 1087.01| SEED MIXTURE, T | | | 0041 621-06565 7.310 Mg | 540.00000 3947.40| 480.00000 3508.80| MULCHING MATERIAL | | | 0042 621-06567 25.900 kL | 1.00000 25.90| 0.50000 12.95| WATER | | | 0043 621-06574 1025.000 m2 | 4.50000 4612.50| 3.60000 3690.00| SODDING | | | 0044 621-06575 412.000 m2 | 4.50000 1854.00| 3.60000 1483.20| SODDING, NURSERY | | | 0045 622-52436 7.000 EACH| 30.00000 210.00| 25.00000 175.00| SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 162.000 EACH| 12.00000 1944.00| 9.00000 1458.00| SEEDLING | | | 0047 703-51030 2318.000 kg | 4.41000 10222.38| 1.00000 2318.00| REINFORCING STEEL | | | 0048 704-51002 16.730 m3 | 600.00000 10038.00| 400.00000 6692.00| CONCRETE, C, SUPERSTRUCTURE | | | 0049 714-03437 184.000 m2 | 150.00000 27600.00| 567.00000 104328.00| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0050 714-04733 11.600 m | 11206.90000 130000.04| 12650.00000 146740.00| CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 8530 mm X 3050 mm | | | 0051 714-04733 11.600 m | 12931.03000 149999.95| 13650.00000 158340.00| CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 9750 mm X 3660 mm | | | 0052 715-05171 17.000 m | 60.00000 1020.00| 59.00000 1003.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0053 715-46010 2.000 EACH| 300.00000 600.00| 250.00000 500.00| PIPE END SECTION, 450 mm | | | 0054 801-04308 2.000 EACH| 550.00000 1100.00| 265.00000 530.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 12.000 EACH| 150.00000 1800.00| 79.00000 948.00| BARRICADE, IIIA | | | 0056 801-06625 13.000 EACH| 150.00000 1950.00| 76.00000 988.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 31.000 EACH| 150.00000 4650.00| 74.00000 2294.00| CONSTRUCTION SIGN, A | | | 0058 801-06645 4.000 EACH| 40.00000 160.00| 35.00000 140.00| CONSTRUCTION SIGN, B | | | 0059 802-05701 15.400 m | 40.00000 616.00| 40.00000 616.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 490 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 858,949.46 ROUTE : SR 16 CALL ORDER : 490 CONTRACT ID : B -24602-A COUNTIES : CASS LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1489621 | |WIRTZ & YATES, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 802-76035 2.850 m2 | 220.00000 627.00| 250.00000 712.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0061 808-06703 1202.000 m | 1.30000 1562.60| 1.15000 1382.30| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0062 808-75240 692.000 m | 1.30000 899.60| 1.15000 795.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0063 808-75245 602.000 m | 1.30000 782.60| 1.15000 692.30| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0064 808-75998 56.000 EACH| 60.00000 3360.00| 25.00000 1400.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 621-06548 0.150 kg | 200.00000 30.00| 50.00000 7.50| SEED MIXTURE, CV | | | SECTION TOTALS | $ 862,878.90| $ 910,243.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 862,878.90| $ 910,243.49| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 840 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 777,765.86 ROUTE : B252 CALL ORDER : 840 CONTRACT ID : T -24714-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/03/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B252010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0392360 HOOSIER COMPANY, INC. $ 674,740.53 100.0000% 2 74-2851603 QUANTA SERVICES, INC. $ 698,499.14 103.5211% 3 35-0821499 DREW, JAMES H. CORPORATION $ 748,198.24 110.8868% 4 35-1710202 SIGNAL CONSTRUCTION, INC. $ 749,857.05 111.1326% 5 35-1262778 MIDWESTERN ELECTRIC $ 848,084.08 125.6904% ==================================================================================================================================== |(1) 35-0392360 |(2) 74-2851603 |(3) 35-0821499 |HOOSIER COMPANY, INC. |QUANTA SERVICES, INC. |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNALS | | | 0001 105-01925 12.000 MOS | 974.82000 11697.84| 550.00000 6600.00| 1500.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2052.32000 2052.32| 5620.00000 5620.00| 5355.00000 5355.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16508.22000 16508.22| 35000.00000 35000.00| 19710.22000 19710.22 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-78515 LUMP| 17170.95000 17170.95| 6840.00000 6840.00| 9551.17000 9551.17 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0005 604-06069 141.000 m2 | 61.57000 8681.37| 52.00000 7332.00| 63.00000 8883.00 CURB RAMP, CONCRETE | | | 0006 604-91531 25.000 m2 | 46.18000 1154.50| 47.00000 1175.00| 47.25000 1181.25 SIDEWALK, CONCRETE, 100 mm | | | 0007 801-06775 LUMP| 3409.67000 3409.67| 8500.00000 8500.00| 14526.84000 14526.84 MAINTAINING TRAFFIC | | | 0008 805-01479 2.000 EACH| 915.36000 1830.72| 650.00000 1300.00| 561.54000 1123.08 CONTROLLER CABINET FOUNDATION, P1, | | | MODIFIED | | | 0009 805-01816 21.000 EACH| 1443.22000 30307.62| 950.00000 19950.00| 894.75000 18789.75 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0010 805-01836 1457.000 m | 3.35000 4880.95| 3.00000 4371.00| 2.47000 3598.79 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0011 805-01842 29.000 EACH| 736.56000 21360.24| 650.00000 18850.00| 506.40000 14685.60 HANDHOLE, SIGNAL | | | 0012 805-01843 2.000 EACH| 263.83000 527.66| 210.00000 420.00| 246.02000 492.04 SIGNAL HANDHOLE ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 840 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 777,765.86 ROUTE : B252 CALL ORDER : 840 CONTRACT ID : T -24714-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0392360 |(2) 74-2851603 |(3) 35-0821499 |HOOSIER COMPANY, INC. |QUANTA SERVICES, INC. |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 805-01879 9.000 EACH| 289.94000 2609.46| 460.00000 4140.00| 348.78000 3139.02 SIGNAL SERVICE, INSTALL | | | 0014 805-02037 1.000 EACH| 1800.25000 1800.25| 2220.00000 2220.00| 1784.74000 1784.74 SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0015 805-02069 4.000 EACH| 1888.61000 7554.44| 2330.00000 9320.00| 1890.01000 7560.04 SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0016 805-02072 8.000 EACH| 2381.50000 19052.00| 2890.00000 23120.00| 2349.49000 18795.92 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0017 805-02073 6.000 EACH| 2680.21000 16081.26| 3280.00000 19680.00| 2624.17000 15745.02 SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0018 805-02075 3.000 EACH| 1695.60000 5086.80| 2100.00000 6300.00| 1653.06000 4959.18 SIGNAL CANTILEVER STRUCTURE, 4.6 m ARM | | | 0019 805-02077 1.000 EACH| 2951.12000 2951.12| 3650.00000 3650.00| 2908.75000 2908.75 SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0020 805-02151 77.000 EACH| 390.93000 30101.61| 480.00000 36960.00| 347.57000 26762.89 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0021 805-02439 9.000 EACH| 181.78000 1636.02| 300.00000 2700.00| 248.71000 2238.39 CONDUIT RISER, GALVANIZED, 50 mm | | | 0022 805-02457 67.000 EACH| 221.86000 14864.62| 820.00000 54940.00| 566.36000 37946.12 LOOP DETECTOR, QUADRAPOLE, 1800 mm X | | | 6100 mm | | | 0023 805-02855 8.000 EACH| 946.18000 7569.44| 750.00000 6000.00| 826.74000 6613.92 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 1850 mm | | | 0024 805-03105 2.000 EACH| 3111.62000 6223.24| 3920.00000 7840.00| 3307.99000 6615.98 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 10.7 m SIGNAL ARM, 2.4 m | | | LUMINAIRE ARM 9.1 m E.M.H. | | | 0025 805-03107 1.000 EACH| 2997.20000 2997.20| 3590.00000 3590.00| 3048.39000 3048.39 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 9.1 m SIGNAL ARM, 2.4 m | | | LUMINAIRE ARM 9.1 m E.M.H. | | | 0026 805-03159 1.000 EACH| 2783.42000 2783.42| 4120.00000 4120.00| 3272.36000 3272.36 SIGNAL CANTILEVER STRUCTURE, 7.6 m ARM | | | AND 9.1 m ARM | | | 0027 805-03528 2.000 EACH| 3267.61000 6535.22| 1850.00000 3700.00| 2808.59000 5617.18 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 4.6 m SIGNAL MAST ARM, 1.5 m | | | LUMINAIRE MAST ARM, 9.1m, E.M.H. | | | 0028 805-03978 14.000 EACH| 1003.81000 14053.34| 650.00000 9100.00| 755.78000 10580.92 EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 840 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 777,765.86 ROUTE : B252 CALL ORDER : 840 CONTRACT ID : T -24714-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0392360 |(2) 74-2851603 |(3) 35-0821499 |HOOSIER COMPANY, INC. |QUANTA SERVICES, INC. |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 805-03980 25.000 EACH| 172.88000 4322.00| 140.00000 3500.00| 207.39000 5184.75 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0030 805-04956 10.000 EACH| 97.54000 975.40| 300.00000 3000.00| 181.63000 1816.30 PANEL FOR FIBER OPTICS | | | 0031 805-04982 1299.000 m | 8.43000 10950.57| 4.60000 5975.40| 4.23000 5494.77 CABLE | | | 0032 805-05871 12.000 EACH| 671.68000 8060.16| 770.00000 9240.00| 641.76000 7701.12 EMERGENCY VEHICLE LIGHT DETECTOR | | | 0033 805-06592 1701.000 m | 47.44000 80695.44| 33.00000 56133.00| 57.40000 97637.40 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0034 805-78106 1.000 EACH| 13592.70000 13592.70| 14800.00000 14800.00| 16159.73000 16159.73 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0035 805-78109 9.000 EACH| 10521.48000 94693.32| 10900.00000 98100.00| 11480.33000 103322.97 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0036 805-78205 52.000 EACH| 387.24000 20136.48| 450.00000 23400.00| 441.21000 22942.92 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0037 805-78230 9.000 EACH| 609.33000 5483.97| 650.00000 5850.00| 709.90000 6389.10 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0038 805-78412 5.000 EACH| 317.76000 1588.80| 520.00000 2600.00| 348.51000 1742.55 SIGNAL PEDESTAL, 2.7 m | | | 0039 805-78465 265.000 m | 6.46000 1711.90| 4.60000 1219.00| 3.68000 975.20 SIGNAL CABLE, 2C 8GA. | | | 0040 805-78480 1189.000 m | 3.94000 4684.66| 2.80000 3329.20| 2.58000 3067.62 SIGNAL CABLE, 3C 14GA. | | | 0041 805-78485 1905.000 m | 7.74000 14744.70| 3.00000 5715.00| 2.80000 5334.00 SIGNAL CABLE, 5C 14GA. | | | 0042 805-78490 2022.000 m | 7.64000 15448.08| 4.00000 8088.00| 3.13000 6328.86 SIGNAL CABLE, 7C 14GA. | | | 0043 805-78495 1023.000 m | 8.86000 9063.78| 4.50000 4603.50| 3.68000 3764.64 SIGNAL CABLE, 9C 14GA. | | | 0044 805-78785 34.000 EACH| 577.28000 19627.52| 350.00000 11900.00| 368.90000 12542.60 SIGNAL DETECTOR HOUSING | | | 0045 805-78900 5.000 EACH| 497.91000 2489.55| 300.00000 1500.00| 509.08000 2545.40 PEDESTAL FOUNDATION, A | | | 0046 805-78925 2.000 EACH| 915.36000 1830.72| 650.00000 1300.00| 561.54000 1123.08 CONTROLLER CABINET FOUNDATION, P1 | | | 0047 805-78930 6.000 EACH| 803.60000 4821.60| 560.00000 3360.00| 537.66000 3225.96 CONTROLLER CABINET FOUNDATION, M | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 840 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 777,765.86 ROUTE : B252 CALL ORDER : 840 CONTRACT ID : T -24714-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0392360 |(2) 74-2851603 |(3) 35-0821499 |HOOSIER COMPANY, INC. |QUANTA SERVICES, INC. |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 805-90736 1.000 EACH| 338.61000 338.61| 520.00000 520.00| 926.95000 926.95 TELEPHONE MODEM | | | 0049 805-90737 1.000 EACH| 711.20000 711.20| 650.00000 650.00| 871.95000 871.95 TELEPHONE SERVICE | | | 0050 805-92504 20.000 EACH| 221.13000 4422.60| 320.00000 6400.00| 263.52000 5270.40 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0051 805-94295 2.000 EACH| 361.18000 722.36| 210.00000 420.00| 334.29000 668.58 SIGNAL HEAD, RELOCATE | | | 0052 805-96121 40.000 EACH| 149.90000 5996.00| 100.00000 4000.00| 104.63000 4185.20 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0053 805-96260 1529.000 m | 5.35000 8180.15| 7.20000 11008.80| 7.70000 11773.30 FIBER OPTIC CABLE, IN CONDUIT | | | 0054 805-96261 7471.000 m | 7.41000 55360.11| 8.20000 61262.20| 15.46000 115501.66 FIBER OPTIC CABLE, AERIAL | | | 0055 807-01617 17.000 EACH| 161.85000 2751.45| 1150.00000 19550.00| 398.28000 6770.76 HANDHOLE COVER AND RING | | | 0056 808-03439 1123.000 m | 6.41000 7198.43| 7.70000 8647.10| 8.40000 9433.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0057 808-06703 46.000 m | 2.05000 94.30| 1.50000 69.00| 1.31000 60.26 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0058 808-75245 322.000 m | 1.54000 495.88| 1.50000 483.00| 1.31000 421.82 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0059 808-75297 274.000 m | 10.26000 2811.24| 7.70000 2109.80| 8.40000 2301.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0060 808-75320 18.000 EACH| 56.44000 1015.92| 55.00000 990.00| 63.00000 1134.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0061 808-75325 16.000 EACH| 66.70000 1067.20| 77.00000 1232.00| 68.25000 1092.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0062 202-52710 123.700 m2 | 18.53000 2292.16| 12.60000 1558.62| 16.80000 2078.16 SIDEWALK, CONCRETE, REMOVE | | | 0063 202-02278 94.600 m | 15.75000 1489.95| 12.80000 1210.88| 15.75000 1489.95 CURB, CONCRETE, REMOVE | | | 0064 605-06120 58.400 m | 58.05000 3390.12| 24.60000 1436.64| 58.80000 3433.92 CURB, CONCRETE | | | SECTION TOTALS | $ 674,740.53| $ 698,499.14| $ 748,198.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 674,740.53| $ 698,499.14| $ 748,198.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 840 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 777,765.86 ROUTE : B252 CALL ORDER : 840 CONTRACT ID : T -24714-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1710202 |(5) 35-1262778 | |SIGNAL CONSTRUCTION, INC. |MIDWESTERN ELECTRIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNALS | | | 0001 105-01925 12.000 MOS | 1495.00000 17940.00| 2100.00000 25200.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 15800.00000 15800.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 29750.00000 29750.00| 25800.00000 25800.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-78515 LUMP| 3000.00000 3000.00| 12300.00000 12300.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0005 604-06069 141.000 m2 | 60.00000 8460.00| 67.00000 9447.00| CURB RAMP, CONCRETE | | | 0006 604-91531 25.000 m2 | 45.00000 1125.00| 71.00000 1775.00| SIDEWALK, CONCRETE, 100 mm | | | 0007 801-06775 LUMP| 7000.00000 7000.00| 11200.00000 11200.00| MAINTAINING TRAFFIC | | | 0008 805-01479 2.000 EACH| 500.00000 1000.00| 725.00000 1450.00| CONTROLLER CABINET FOUNDATION, P1, | | | MODIFIED | | | 0009 805-01816 21.000 EACH| 850.00000 17850.00| 952.00000 19992.00| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0010 805-01836 1457.000 m | 3.50000 5099.50| 2.78000 4050.46| SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0011 805-01842 29.000 EACH| 700.00000 20300.00| 950.00000 27550.00| HANDHOLE, SIGNAL | | | 0012 805-01843 2.000 EACH| 400.00000 800.00| 400.00000 800.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0013 805-01879 9.000 EACH| 550.00000 4950.00| 498.00000 4482.00| SIGNAL SERVICE, INSTALL | | | 0014 805-02037 1.000 EACH| 2500.00000 2500.00| 2360.00000 2360.00| SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0015 805-02069 4.000 EACH| 2600.00000 10400.00| 2655.00000 10620.00| SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0016 805-02072 8.000 EACH| 3200.00000 25600.00| 3122.00000 24976.00| SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0017 805-02073 6.000 EACH| 3500.00000 21000.00| 3544.00000 21264.00| SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0018 805-02075 3.000 EACH| 2310.00000 6930.00| 2340.00000 7020.00| SIGNAL CANTILEVER STRUCTURE, 4.6 m ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 840 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 777,765.86 ROUTE : B252 CALL ORDER : 840 CONTRACT ID : T -24714-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1710202 |(5) 35-1262778 | |SIGNAL CONSTRUCTION, INC. |MIDWESTERN ELECTRIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 805-02077 1.000 EACH| 3900.00000 3900.00| 3910.00000 3910.00| SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0020 805-02151 77.000 EACH| 400.00000 30800.00| 375.00000 28875.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0021 805-02439 9.000 EACH| 225.00000 2025.00| 322.00000 2898.00| CONDUIT RISER, GALVANIZED, 50 mm | | | 0022 805-02457 67.000 EACH| 400.00000 26800.00| 550.00000 36850.00| LOOP DETECTOR, QUADRAPOLE, 1800 mm X | | | 6100 mm | | | 0023 805-02855 8.000 EACH| 725.00000 5800.00| 758.00000 6064.00| SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 1850 mm | | | 0024 805-03105 2.000 EACH| 4200.00000 8400.00| 4200.00000 8400.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 10.7 m SIGNAL ARM, 2.4 m | | | LUMINAIRE ARM 9.1 m E.M.H. | | | 0025 805-03107 1.000 EACH| 3800.00000 3800.00| 3869.00000 3869.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 9.1 m SIGNAL ARM, 2.4 m | | | LUMINAIRE ARM 9.1 m E.M.H. | | | 0026 805-03159 1.000 EACH| 4275.00000 4275.00| 4350.00000 4350.00| SIGNAL CANTILEVER STRUCTURE, 7.6 m ARM | | | AND 9.1 m ARM | | | 0027 805-03528 2.000 EACH| 3500.00000 7000.00| 3605.00000 7210.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 4.6 m SIGNAL MAST ARM, 1.5 m | | | LUMINAIRE MAST ARM, 9.1m, E.M.H. | | | 0028 805-03978 14.000 EACH| 1100.00000 15400.00| 655.00000 9170.00| EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0029 805-03980 25.000 EACH| 150.00000 3750.00| 237.00000 5925.00| EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0030 805-04956 10.000 EACH| 250.00000 2500.00| 355.00000 3550.00| PANEL FOR FIBER OPTICS | | | 0031 805-04982 1299.000 m | 5.00000 6495.00| 7.22000 9378.78| CABLE | | | 0032 805-05871 12.000 EACH| 950.00000 11400.00| 895.00000 10740.00| EMERGENCY VEHICLE LIGHT DETECTOR | | | 0033 805-06592 1701.000 m | 42.00000 71442.00| 59.00000 100359.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 840 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 777,765.86 ROUTE : B252 CALL ORDER : 840 CONTRACT ID : T -24714-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1710202 |(5) 35-1262778 | |SIGNAL CONSTRUCTION, INC. |MIDWESTERN ELECTRIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 805-78106 1.000 EACH| 18800.00000 18800.00| 16500.00000 16500.00| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0035 805-78109 9.000 EACH| 13250.00000 119250.00| 12500.00000 112500.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0036 805-78205 52.000 EACH| 500.00000 26000.00| 410.00000 21320.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0037 805-78230 9.000 EACH| 750.00000 6750.00| 695.00000 6255.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0038 805-78412 5.000 EACH| 450.00000 2250.00| 758.00000 3790.00| SIGNAL PEDESTAL, 2.7 m | | | 0039 805-78465 265.000 m | 5.50000 1457.50| 5.80000 1537.00| SIGNAL CABLE, 2C 8GA. | | | 0040 805-78480 1189.000 m | 3.25000 3864.25| 2.70000 3210.30| SIGNAL CABLE, 3C 14GA. | | | 0041 805-78485 1905.000 m | 3.50000 6667.50| 4.42000 8420.10| SIGNAL CABLE, 5C 14GA. | | | 0042 805-78490 2022.000 m | 4.00000 8088.00| 4.55000 9200.10| SIGNAL CABLE, 7C 14GA. | | | 0043 805-78495 1023.000 m | 5.00000 5115.00| 5.18000 5299.14| SIGNAL CABLE, 9C 14GA. | | | 0044 805-78785 34.000 EACH| 500.00000 17000.00| 470.00000 15980.00| SIGNAL DETECTOR HOUSING | | | 0045 805-78900 5.000 EACH| 250.00000 1250.00| 400.00000 2000.00| PEDESTAL FOUNDATION, A | | | 0046 805-78925 2.000 EACH| 500.00000 1000.00| 735.00000 1470.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0047 805-78930 6.000 EACH| 500.00000 3000.00| 735.00000 4410.00| CONTROLLER CABINET FOUNDATION, M | | | 0048 805-90736 1.000 EACH| 450.00000 450.00| 650.00000 650.00| TELEPHONE MODEM | | | 0049 805-90737 1.000 EACH| 300.00000 300.00| 500.00000 500.00| TELEPHONE SERVICE | | | 0050 805-92504 20.000 EACH| 225.00000 4500.00| 320.00000 6400.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0051 805-94295 2.000 EACH| 350.00000 700.00| 195.00000 390.00| SIGNAL HEAD, RELOCATE | | | 0052 805-96121 40.000 EACH| 90.00000 3600.00| 150.00000 6000.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/00 PAGE : 840 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 777,765.86 ROUTE : B252 CALL ORDER : 840 CONTRACT ID : T -24714-A COUNTIES : MARION LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1710202 |(5) 35-1262778 | |SIGNAL CONSTRUCTION, INC. |MIDWESTERN ELECTRIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 805-96260 1529.000 m | 7.00000 10703.00| 10.55000 16130.95| FIBER OPTIC CABLE, IN CONDUIT | | | 0054 805-96261 7471.000 m | 12.50000 93387.50| 13.85000 103473.35| FIBER OPTIC CABLE, AERIAL | | | 0055 807-01617 17.000 EACH| 250.00000 4250.00| 400.00000 6800.00| HANDHOLE COVER AND RING | | | 0056 808-03439 1123.000 m | 7.00000 7861.00| 11.00000 12353.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0057 808-06703 46.000 m | 1.40000 64.40| 1.10000 50.60| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0058 808-75245 322.000 m | 1.40000 450.80| 1.10000 354.20| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0059 808-75297 274.000 m | 7.00000 1918.00| 11.10000 3041.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0060 808-75320 18.000 EACH| 50.00000 900.00| 50.00000 900.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0061 808-75325 16.000 EACH| 70.00000 1120.00| 67.00000 1072.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0062 202-52710 123.700 m2 | 16.00000 1979.20| 55.00000 6803.50| SIDEWALK, CONCRETE, REMOVE | | | 0063 202-02278 94.600 m | 15.00000 1419.00| 15.00000 1419.00| CURB, CONCRETE, REMOVE | | | 0064 605-06120 58.400 m | 56.00000 3270.40| 38.00000 2219.20| CURB, CONCRETE | | | SECTION TOTALS | $ 749,857.05| $ 848,084.08| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 749,857.05| $ 848,084.08| ====================================================================================================================================