INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 114 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-70 CALL ORDER : 114 CONTRACT ID : R -24075-B COUNTIES : VIGO LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 10,998,484.75 100.0000% 2 35-1139301 E & B PAVING, INC. $ 11,944,003.05 108.5968% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0624010 0624010 0624010 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 33,805,501.32 100.0000% ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-01925 62.000 MOS | 1100.00000 68200.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 495000.00000 495000.00| | CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 1692000.00000 1692000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 340000.00000 340000.00| | CLEARING RIGHT OF WAY | | | 0006 202-01261 1.000 EACH| 655.00000 655.00| | TESTING FOR ASBESTOS , PARCEL 10 | | | 0007 202-01405 60.000 m3 | 93.00000 5580.00| | CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0008 202-01441 32.000 m | 70.00000 2240.00| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY FOR BOX TRUSS, REMOVE | | | 0009 202-02240 18829.000 m2 | 4.00000 75316.00| | PAVEMENT, REMOVE | | | 0010 202-02241 1743.500 m | 8.50000 14819.75| | GUARDRAIL, REMOVE | | | 0011 202-02275 4.000 EACH| 230.00000 920.00| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0012 202-02967 10.000 EACH| 21.00000 210.00| | CABLE DUCT MARKER, REMOVE | | | 0013 202-03000 LUMP| 6900.00000 6900.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL 10| | | 0014 202-03000 LUMP| 6900.00000 6900.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 202-03000 LUMP| 6900.00000 6900.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0017 202-03000 LUMP| 6900.00000 6900.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 19 | | | 0018 202-03000 LUMP| 6900.00000 6900.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0021 202-03135 229.000 m2 | 80.00000 18320.00| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0022 202-03494 8.000 EACH| 415.00000 3320.00| | TESTING OR SAMPLING FOR HAZARDOUS | | | WASTES, HAZARDOUS SUBSTANCES, HAZARDOUS | | | MATERIALS, SPL. WASTES, OR ASBESTOS, A | | | 0023 202-06286 500000.000 Mg | 0.00100 500.00| | RELOCATE QUARRY STONE | | | 0024 202-60820 669.000 m2 | 5.50000 3679.50| | SURFACE MILLING, ASPHALT | | | 0025 202-60822 97.000 m2 | 15.00000 1455.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0026 202-74045 35.000 EACH| 15.00000 525.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0027 202-74080 4.000 EACH| 750.00000 3000.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0028 202-74095 2.000 EACH| 500.00000 1000.00| | BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0029 202-78515 LUMP| 2000.00000 2000.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0030 202-93763 22.000 EACH| 275.00000 6050.00| | LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0031 202-95579 3.000 EACH| 115.00000 345.00| | SERVICE POINT, REMOVE | | | 0032 202-96070 2.000 EACH| 1800.00000 3600.00| | HIGH MAST TOWER, REMOVE | | | 0033 203-02000 80863.000 m3 | 9.50000 768198.50| | EXCAVATION, COMMON | | | 0034 203-02010 61700.000 m3 | 19.00000 1172300.00| | EXCAVATION, ROCK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 203-02010 107.000 m3 | 150.00000 16050.00| | EXCAVATION, ROCK ALLOWANCE (UTILITY | | | RELOCATION) | | | 0036 203-02020 617727.000 m3 | 6.35000 3922566.45| | EXCAVATION, UNCLASSIFIED | | | 0037 203-02045 52639.600 m3 | 4.25000 223718.30| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0038 203-02070 766744.000 m3 | 6.35000 4868824.40| | BORROW | | | 0039 203-92634 200000.000 m3 | 7.00000 1400000.00| | BACKFILL, ROCK | | | 0040 205-02224 2643.000 m | 6.00000 15858.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0041 205-02226 51.000 m | 14.50000 739.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0042 205-02227 1299.000 m | 1.50000 1948.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0043 205-02229 1309.500 m | 12.00000 15714.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0044 205-02231 624.500 m | 35.00000 21857.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0045 205-02232 2.400 m3 | 110.00000 264.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0046 205-02233 3788.000 m3 | 4.50000 17046.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0047 205-02234 10.000 EACH| 90.00000 900.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0048 205-02236 14.000 EACH| 85.00000 1190.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0049 205-02237 30.000 EACH| 70.00000 2100.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 206-51215 100.000 m3 | 100.00000 10000.00| | EXCAVATION, X | | | 0051 206-51220 504.000 m3 | 50.00000 25200.00| | EXCAVATION, WET | | | 0052 206-51225 223.000 m3 | 52.00000 11596.00| | EXCAVATION, DRY | | | 0053 210-05801 32.000 m | 70.00000 2240.00| | REPLACE 100mm LATERAL & RECONNECT TO | | | 100mm LINE | | | 0054 210-05801 68.600 m | 80.00000 5488.00| | REPLACE VCP WITH PVC (MANHOLE-MANHOLE | | | ON A-LINE) (A-LINE) | | | 0055 210-05801 24.400 m | 80.00000 1952.00| | REPLACE VCP WITH PVC (ON SMITH PIKE) | | | 0056 211-02060 42339.700 m3 | 28.00000 1185511.60| | B BORROW FOR STRUCTURE BACKFILL | | | 0057 211-06467 357.000 m3 | 67.00000 23919.00| | AGGREGATE FOR END BENT BACKFILL | | | 0058 215-06458 4000.000 m3 | 6.00000 24000.00| | SUBGRADE, MODIFIED , 600 mm | | | 0059 303-01865 12793.000 m3 | 26.00000 332618.00| | AGGREGATE, 11 | | | 0060 303-04056 76.000 Mg | 21.00000 1596.00| | COMPACTED AGGREGATE FOR BASE, 0, 73 | | | 0061 303-05963 2930.900 m3 | 38.00000 111374.20| | AGGREGATE , COARSE, 8 | | | 0062 303-09119 11.000 Mg | 50.00000 550.00| | COMPACTED AGGREGATE FOR BASE, 0, 2 | | | 0063 303-52308 31236.300 Mg | 12.00000 374835.60| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0064 304-04403 325.100 m3 | 31.00000 10078.10| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0065 304-06464 12361.000 m3 | 34.50000 426454.50| | SUBBASE FOR PCCP | | | 0066 401-05437 34242.500 Mg | 37.00000 1266972.50| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0067 401-05454 298.100 Mg | 50.00000 14905.00| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0068 401-05455 11055.000 Mg | 38.00000 420090.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0069 401-05456 5473.000 Mg | 54.00000 295542.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 401-05459 9250.000 Mg | 36.00000 333000.00| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0071 401-05464 1940.000 Mg | 58.00000 112520.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0072 401-05467 16000.000 m | 0.90000 14400.00| | MILLED HMA CORRUGATIONS | | | 0073 401-06264 LUMP| 5000.00000 5000.00| | PROFILOGRAPH, HMA | | | 0074 402-05470 13179.000 Mg | 33.00000 434907.00| | HMA BASE C25.0 mm, MAINLINE | | | 0075 402-05477 149.100 Mg | 65.00000 9691.50| | HMA SURFACE 9.5 mm, MAINLINE | | | 0076 402-05481 9223.300 Mg | 40.00000 368932.00| | HMA BASE 25.0 mm, SHOULDER | | | 0077 402-05483 1859.400 Mg | 32.00000 59500.80| | HMA BASE C25.0 mm, SHOULDER | | | 0078 402-05490 2264.900 Mg | 63.00000 142688.70| | HMA SURFACE 9.5 mm, SHOULDER | | | 0079 402-05495 190.100 Mg | 51.00000 9695.10| | HMA WEDGE AND LEVEL | | | 0080 404-05511 808.000 m2 | 1.30000 1050.40| | SEAL COAT, 2 | | | 0081 405-05517 70.000 Mg | 260.00000 18200.00| | ASPHALT FOR PRIME COAT | | | 0082 406-05520 55.800 Mg | 250.00000 13950.00| | ASPHALT FOR TACK COAT | | | 0083 501-02400 LUMP| 5500.00000 5500.00| | PROFILOGRAPH | | | 0084 501-03489 1893.000 EACH| 7.25000 13724.25| | TIE BAR, RETROFIT | | | 0085 501-03707 4983.200 m2 | 36.00000 179395.20| | RAISED CORRUGATED ISLAND, CONCRETE | | | (COLORED) | | | 0086 501-04771 LUMP| 2600.00000 2600.00| | CORING CONCRETE PAVEMENT | | | 0088 501-05240 11032.900 m | 23.70000 261479.73| | CONTRACTION JOINT, D1 | | | 0089 501-05310 63.000 m | 300.00000 18900.00| | TERMINAL JOINT | | | 0090 501-06079 767.000 m2 | 34.00000 26078.00| | MEDIAN, CONCRETE, RAISED, CORRUGATED, | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 501-06322 60680.800 m2 | 36.00000 2184508.80| | QC/QA PCCP, 275 mm | | | 0092 601-01522 19.000 EACH| 2500.00000 47500.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0093 601-04754 2.000 EACH| 35000.00000 70000.00| | ENERGY ABSORBING TERMINAL | | | 0094 601-04754 1.000 EACH| 35000.00000 35000.00| | ENERGY ABSORBING TERMINAL 7-BAY | | | 0095 601-06233 2.000 EACH| 8000.00000 16000.00| | IMPACT ATTENUATOR, ED, W1, TL-3, 110 | | | km/h | | | 0096 601-06777 4.000 EACH| 8000.00000 32000.00| | GRAVEL BARREL ARRAY | | | 0097 601-94689 20.000 EACH| 5000.00000 100000.00| | GUARDRAIL END TREATMENT, OS | | | 0098 601-94690 4.000 EACH| 5000.00000 20000.00| | GUARDRAIL END TREATMENT, MS | | | 0099 601-94690 3.000 EACH| 3800.00000 11400.00| | GUARDRAIL END TREATMENT, MS , TEMPORARY | | | 0100 601-99105 1362.280 m | 80.00000 108982.40| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0101 601-99106 26.600 m | 135.00000 3591.00| | GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0102 601-99108 356.120 m | 90.00000 32050.80| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0103 601-99132 1.000 EACH| 100.00000 100.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0104 602-04333 558.200 m | 172.00000 96010.40| | CONCRETE BARRIER, 1170 mm | | | 0105 602-04333 15.000 m | 325.00000 4875.00| | CONCRETE BARRIER, 1170 mm MODIFIED | | | 0106 602-06729 36.000 EACH| 10.00000 360.00| | BARRIER DELINEATOR | | | 0107 603-01159 47.200 m | 50.00000 2360.00| | FENCE, CHAIN LINK, 1067 mm | | | 0108 603-01752 1.000 EACH| 1300.00000 1300.00| | FENCE GATE, CHAIN LINK, 2420 mm X 1.5 m | | | 0109 603-01932 363.500 m | 75.00000 27262.50| | FENCE, CHAIN LINK, 2420 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 603-06040 7980.800 m | 24.00000 191539.20| | FENCE, FARM FIELD, 1190 mm | | | 0111 604-06069 325.200 m2 | 60.00000 19512.00| | CURB RAMP, CONCRETE | | | 0112 604-91531 2419.000 m2 | 31.00000 74989.00| | SIDEWALK, CONCRETE, 100 mm | | | 0113 605-06120 223.500 m | 30.00000 6705.00| | CURB, CONCRETE | | | 0114 605-06155 1670.000 m | 29.50000 49265.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0115 605-93464 66.900 m2 | 80.00000 5352.00| | CENTER CURB, CONCRETE, MODIFIED | | | 0116 607-90826 1.000 EACH| 1500.00000 1500.00| | GUTTER TURNOUT, CONCRETE | | | 0117 610-05527 1440.500 Mg | 50.00000 72025.00| | HMA FOR APPROACHES | | | 0118 610-06257 1239.200 m2 | 62.00000 76830.40| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0119 611-05330 1606.600 m2 | 41.00000 65870.60| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0120 611-06497 10.000 EACH| 210.00000 2100.00| | MAILBOX ASSEMBLY, SINGLE | | | 0121 611-06498 3.000 EACH| 250.00000 750.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0122 615-06490 80.000 EACH| 200.00000 16000.00| | RIGHT OF WAY MARKER | | | 0123 615-06505 7.000 EACH| 450.00000 3150.00| | MONUMENT, B | | | 0124 615-06510 12.000 EACH| 400.00000 4800.00| | MONUMENT, C | | | 0125 615-06515 1.000 EACH| 275.00000 275.00| | MONUMENT, D | | | 0126 616-02320 17825.500 m2 | 2.00000 35651.00| | GEOTEXTILES | | | 0127 616-05688 2203.000 Mg | 21.00000 46263.00| | RIPRAP, CLASS 1 | | | 0128 616-05689 771.000 Mg | 20.00000 15420.00| | RIPRAP, CLASS 2 | | | 0129 616-06401 62.000 Mg | 40.00000 2480.00| | RIPRAP, DUMPED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 616-06405 11664.800 Mg | 21.00000 244960.80| | RIPRAP, REVETMENT | | | 0131 616-51367 1140.000 m2 | 51.00000 58140.00| | SLOPEWALL, CONCRETE, 100 mm | | | 0132 616-94426 1032.000 m2 | 18.00000 18576.00| | GEOGRID | | | 0133 621-01004 11.000 EACH| 675.00000 7425.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0134 621-02363 500.000 m2 | 1.00000 500.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0135 621-06545 31.030 Mg | 510.00000 15825.30| | FERTILIZER | | | 0136 621-06548 1069.700 kg | 45.00000 48136.50| | SEED MIXTURE, CV | | | 0137 621-06553 6578.000 kg | 9.50000 62491.00| | SEED MIXTURE, R | | | 0138 621-06557 1500.000 kg | 11.50000 17250.00| | SEED MIXTURE, T | | | 0139 621-06565 123.800 Mg | 450.00000 55710.00| | MULCHING MATERIAL | | | 0140 621-06567 942.200 kL | 1.00000 942.20| | WATER | | | 0141 621-06574 31078.700 m2 | 3.80000 118099.06| | SODDING | | | 0142 621-06575 23154.000 m2 | 3.80000 87985.20| | SODDING, NURSERY | | | 0143 621-98503 31.100 Mg | 450.00000 13995.00| | MULCH MATERIAL | | | 0144 622-98200 20.000 EACH| 25.00000 500.00| | SIGN, DO NOT DISTURB | | | 0145 701-44245 1596.000 kg | 2.50000 3990.00| | REINFORCING STEEL FOR STRUCTURES | | | 0146 701-91792 108.000 EACH| 155.00000 16740.00| | PILE TIP, STEEL H | | | 0147 701-93633 1733.000 m | 275.00000 476575.00| | OVERSIZED PREDRILLED PILE HOLES | | | 0148 701-95780 2007.200 m | 155.00000 311116.00| | PILE, STEEL H, HP 310 X 110 | | | 0149 702-51005 105.800 m3 | 560.00000 59248.00| | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702-51015 84.400 m3 | 510.00000 43044.00| | CONCRETE, B, FOOTINGS | | | 0151 702-51100 151.000 kg | 8.00000 1208.00| | DRAIN PIPE, CAST IRON, 150 mm | | | 0152 702-51110 585.000 kg | 7.00000 4095.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0153 702-51863 28.000 EACH| 25.00000 700.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0154 702-90915 14.100 m3 | 384.00000 5414.40| | CONCRETE, A | | | 0155 703-03622 344.000 EACH| 16.00000 5504.00| | TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0156 703-51030 31804.600 kg | 1.35000 42936.21| | REINFORCING STEEL | | | 0157 703-51032 238719.000 kg | 1.50000 358078.50| | REINFORCING STEEL, EPOXY COATED | | | 0158 703-97936 506.000 EACH| 7.50000 3795.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0159 704-05892 300.600 m3 | 510.00000 153306.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0160 704-51002 319.400 m3 | 510.00000 162894.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0161 704-51006 830.700 m3 | 469.00000 389598.30| | CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0162 706-05732 4.000 EACH| 2300.00000 9200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0163 706-51020 82.700 m3 | 510.00000 42177.00| | CONCRETE, C, RAILING | | | 0164 707-01065 LUMP| 200000.00000 200000.00| | POST-TENSIONING , STR. NO. 1 | | | 0165 707-05993 884.400 m | 560.00000 495264.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1524 mm | | | 0166 707-06404 207.700 m | 550.00000 114235.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 1372 mm 1067 mm | | | 0167 707-06404 242.900 m | 595.00000 144525.50| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 1372 mm X 1067 mm | | | 0168 709-51821 LUMP| 15000.00000 15000.00| | SURFACE SEAL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0169 709-51821 LUMP| 3200.00000 3200.00| | SURFACE SEAL , STR. NO. 2 | | | 0170 709-51821 LUMP| 3700.00000 3700.00| | SURFACE SEAL , STR. NO. 3 | | | 0171 714-06277 94.900 m | 2500.00000 237250.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2400 mm | | | 0172 714-93263 5742.200 m2 | 133.00000 763712.60| | WALL PANEL MATERIALS | | | 0173 714-93263 60.000 m2 | 210.00000 12600.00| | WALL PANEL MATERIALS , BIN WALL | | | 0174 714-93264 6584.000 m2 | 84.00000 553056.00| | WALL PANEL ERECTION | | | 0175 715-01715 20.700 m | 180.00000 3726.00| | PIPE, REINFORCED CONCRETE, 450 mm | | | 0176 715-05019 327.700 m | 130.00000 42601.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0177 715-05019 60.800 m | 135.00000 8208.00| | PIPE, TYPE 1, CIRCULAR, 900 mm (OR | | | 1050mm CORRUGATED) | | | 0178 715-05048 22267.000 m | 7.00000 155869.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0179 715-05053 1509.500 m | 18.00000 27171.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0180 715-05118 165.200 m | 80.00000 13216.00| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0181 715-05119 184.200 m | 70.00000 12894.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0182 715-05121 76.400 m | 84.00000 6417.60| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0183 715-05127 73.200 m | 160.00000 11712.00| | PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0184 715-05128 76.200 m | 200.00000 15240.00| | PIPE, TYPE 1, CIRCULAR, 1200 mm (OR | | | 1500mm CORRUGATED) | | | 0185 715-05133 107.800 m | 400.00000 43120.00| | PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0186 715-05136 48.000 m | 425.00000 20400.00| | PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0187 715-05145 108.800 m | 635.00000 69088.00| | PIPE, TYPE 1, CIRCULAR, 2400 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0188 715-05151 506.500 m | 81.00000 41026.50| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0189 715-05152 121.900 m | 70.00000 8533.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0190 715-05154 348.700 m | 100.00000 34870.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0191 715-05161 96.600 m | 320.00000 30912.00| | PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0192 715-05171 37.300 m | 70.00000 2611.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0193 715-05407 164.200 m | 21.00000 3448.20| | PIPE, END BENT DRAIN, 150 mm | | | 0194 715-05691 4.900 m | 550.00000 2695.00| | PIPE EXTENSION, CIRCULAR, FBC&L CSP, | | | 1.17 m2 | | | 0195 715-05842 2.000 EACH| 680.00000 1360.00| | CONCRETE ANCHOR, 1050 mm | | | 0196 715-06004 2.000 EACH| 640.00000 1280.00| | CONCRETE ANCHOR, 1200 mm | | | 0197 715-06377 54.900 m | 67.00000 3678.30| | SERVICE LATERAL , 100 mm, ALLOWANCE | | | 9.14m X 1.83m | | | 0198 715-06378 6.000 EACH| 130.00000 780.00| | WYE CONNECTIONS | | | 0199 715-06691 2.000 EACH| 1000.00000 2000.00| | CONCRETE ANCHOR, 2400 mm | | | 0200 715-06693 45.700 m | 205.00000 9368.50| | ENCASEMENT IN STEEL CASING (ON A-LINE) | | | 0201 715-06693 18.300 m | 260.00000 4758.00| | ENCASEMENT IN STEEL CASING (ON SMITH | | | PIKE) | | | 0202 715-06696 16.800 m | 80.00000 1344.00| | PIPE, PVC, 250 mm | | | 0203 715-44240 33.900 m3 | 715.00000 24238.50| | CONCRETE, A, STRUCTURES | | | 0204 715-46000 6.000 EACH| 190.00000 1140.00| | PIPE END SECTION, 300 mm | | | 0205 715-46005 24.000 EACH| 240.00000 5760.00| | PIPE END SECTION, 375 mm | | | 0206 715-46010 9.000 EACH| 260.00000 2340.00| | PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0207 715-46020 2.000 EACH| 370.00000 740.00| | PIPE END SECTION, 600 mm | | | 0208 715-46040 20.000 EACH| 600.00000 12000.00| | PIPE END SECTION, 900 mm | | | 0209 715-91361 1117.200 m | 16.00000 17875.20| | PIPE, PVC, 150 mm | | | 0210 715-92037 24.400 m | 55.00000 1342.00| | PIPE, PVC, 100 mm | | | 0211 715-92537 264.300 m | 80.00000 21144.00| | PIPE, PVC, 200 mm | | | 0212 715-99178 21.300 m | 110.00000 2343.00| | PIPE, REINFORCED CONCRETE, 600 mm | | | 0213 715-99384 147.100 m | 150.00000 22065.00| | PIPE, REINFORCED CONCRETE, 375 mm | | | 0214 718-06528 81.000 EACH| 500.00000 40500.00| | OUTLET PROTECTOR, 1 | | | 0215 718-06529 1.000 EACH| 480.00000 480.00| | OUTLET PROTECTOR, 2 | | | 0216 718-06531 107.000 EACH| 400.00000 42800.00| | OUTLET PROTECTOR, 3 | | | 0217 718-06532 2000.000 m | 2.50000 5000.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0218 718-52610 4550.000 m3 | 34.00000 154700.00| | AGGREGATE FOR UNDERDRAINS | | | 0219 718-99153 50575.000 m2 | 0.85000 42988.75| | GEOTEXTILES FOR UNDERDRAIN | | | 0220 720-02442 2.000 EACH| 400.00000 800.00| | PIPE, PLUG EXISTING | | | 0221 720-03194 2.000 EACH| 1650.00000 3300.00| | MANHOLE , 2.13 m OR UNDER | | | 0222 720-03194 1.000 EACH| 1950.00000 1950.00| | MANHOLE , 2.44 m OR OVER | | | 0223 720-03194 1.000 EACH| 2300.00000 2300.00| | MANHOLE , 2.44 m OR OVER WITH DROP | | | 0224 720-03194 2.000 EACH| 430.00000 860.00| | MANHOLE , ABANDON | | | 0225 720-03194 1.000 EACH| 1700.00000 1700.00| | MANHOLE , BUILD, ONLINE 1.83 m | | | 0226 720-03194 1.000 EACH| 900.00000 900.00| | MANHOLE , CUT INTO EXISTING | | | 0227 720-06474 305.000 m | 10.00000 3050.00| | FLOW FILL 200 mm LINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0228 720-44000 8.000 EACH| 415.00000 3320.00| | CASTING, ADJUST TO GRADE | | | 0229 720-45025 2.000 EACH| 1550.00000 3100.00| | INLET, D6 | | | 0230 720-45030 5.000 EACH| 1200.00000 6000.00| | INLET, E7 | | | 0231 720-45041 6.000 EACH| 2215.00000 13290.00| | INLET, H5 | | | 0232 720-45045 7.000 EACH| 1500.00000 10500.00| | INLET, J10 | | | 0233 720-45065 4.000 EACH| 1600.00000 6400.00| | INLET, N12 | | | 0234 720-45070 6.000 EACH| 2100.00000 12600.00| | INLET, P12A | | | 0235 720-45155 2.000 EACH| 1600.00000 3200.00| | INLET, M10, MODIFIED | | | 0236 720-45240 6.000 EACH| 1600.00000 9600.00| | CATCH BASIN, J10 | | | 0237 720-45410 11.000 EACH| 1300.00000 14300.00| | MANHOLE, C4 | | | 0238 720-45416 2.000 EACH| 2000.00000 4000.00| | MANHOLE, E4 | | | 0239 720-91352 1.000 EACH| 1000.00000 1000.00| | CATCH BASIN, F7 | | | 0240 720-94713 1.000 EACH| 1600.00000 1600.00| | CATCH BASIN, C15, MODIFIED | | | 0241 720-98174 3.000 EACH| 1600.00000 4800.00| | INLET, B15 | | | 0242 720-98687 5.000 EACH| 1300.00000 6500.00| | CATCH BASIN, M10 | | | 0243 728-98377 LUMP| 2800.00000 2800.00| | MASONRY COATING , STR. NO. 1 | | | 0244 728-98377 LUMP| 3300.00000 3300.00| | MASONRY COATING , STR. NO. 2 | | | 0245 728-98377 LUMP| 3500.00000 3500.00| | MASONRY COATING , STR. NO. 3 | | | 0246 731-93945 841.800 m2 | 130.00000 109434.00| | FACE PANELS, CONCRETE | | | 0247 731-93947 812.500 m | 45.00000 36562.50| | LEVELING PAD, CONCRETE | | | 0248 732-04749 16.800 m | 150.00000 2520.00| | CASING , STEEL, 500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0249 801-04308 2.000 EACH| 1000.00000 2000.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0250 801-06199 4.000 EACH| 1300.00000 5200.00| | ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0251 801-06203 8183.000 m | 0.40000 3273.20| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0252 801-06207 13822.000 m | 3.25000 44921.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0253 801-06469 208.000 m | 6.50000 1352.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0254 801-06605 19.000 EACH| 300.00000 5700.00| | BARRICADE, IIIA | | | 0255 801-06606 20.000 EACH| 310.00000 6200.00| | BARRICADE, IIIB | | | 0256 801-06632 18.000 EACH| 320.00000 5760.00| | PERMANENT BARRICADE, III | | | 0257 801-06640 53.000 EACH| 310.00000 16430.00| | CONSTRUCTION SIGN, A | | | 0258 801-06645 2.000 EACH| 400.00000 800.00| | CONSTRUCTION SIGN, B | | | 0259 801-06710 3090.000 DAY | 12.00000 37080.00| | FLASHING ARROW SIGN | | | 0260 801-06775 LUMP| 433000.00000 433000.00| | MAINTAINING TRAFFIC | | | 0261 801-52818 2.000 EACH| 48000.00000 96000.00| | TEMPORARY CROSSOVER, A | | | 0262 802-02293 168.940 m3 | 430.00000 72644.20| | CONCRETE, SIGN FOUNDATION | | | 0263 802-02489 90.900 m | 22.00000 1999.80| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0264 802-05701 119.800 m | 25.00000 2995.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0265 802-76015 529.864 m2 | 200.00000 105972.80| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0266 802-76025 13.305 m2 | 145.00000 1929.23| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0267 802-76035 80.465 m2 | 150.00000 12069.75| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0268 802-76095 8200.150 kg | 4.50000 36900.68| | STRUCTURAL STEEL, BREAKAWAY | | | 0269 802-94715 LUMP| 225.00000 225.00| | SIGNS, SHEET, REMOVE AND RESET | | | 0270 803-02310 3887.900 kg | 2.00000 7775.80| | REINFORCING STEEL, SIGN FOUNDATION | | | 0271 803-76110 4.000 EACH| 27000.00000 108000.00| | SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0272 803-76140 4.000 EACH| 16000.00000 64000.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0273 803-76170 12.900 m | 450.00000 5805.00| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0274 803-76175 18.000 m | 475.00000 8550.00| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0275 803-94674 2.000 EACH| 550.00000 1100.00| | BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION | | | 0276 804-06771 314.000 EACH| 25.00000 7850.00| | DELINEATOR POST, FLEXIBLE | | | 0277 805-01815 6.000 EACH| 1700.00000 10200.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0278 805-01836 610.600 m | 3.00000 1831.80| | SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0279 805-01842 14.000 EACH| 675.00000 9450.00| | HANDHOLE, SIGNAL | | | 0280 805-02087 LUMP| 1500.00000 1500.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0281 805-02152 8.000 EACH| 500.00000 4000.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0282 805-02202 5.000 EACH| 600.00000 3000.00| | SIGNAL DETECTOR HOUSING, DOUBLE | | | 0283 805-02328 415.600 m | 1.00000 415.60| | SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0284 805-06592 793.800 m | 34.00000 26989.20| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0285 805-78100 2.000 EACH| 8000.00000 16000.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0286 805-78205 8.000 EACH| 450.00000 3600.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0287 805-78215 2.000 EACH| 475.00000 950.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0288 805-78230 5.000 EACH| 635.00000 3175.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0289 805-78415 5.000 EACH| 1700.00000 8500.00| | SPAN, CATENARY, AND TETHER | | | 0290 805-78420 6.000 EACH| 350.00000 2100.00| | DISCONNECT HANGER | | | 0291 805-78445 1.000 EACH| 450.00000 450.00| | SIGNAL SERVICE | | | 0292 805-78467 32.900 m | 5.00000 164.50| | SIGNAL CABLE, 3C 8GA. | | | 0293 805-78470 1590.000 m | 1.50000 2385.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0294 805-78480 60.000 m | 2.50000 150.00| | SIGNAL CABLE, 3C 14GA. | | | 0295 805-78485 520.800 m | 3.00000 1562.40| | SIGNAL CABLE, 5C 14GA. | | | 0296 805-78490 386.100 m | 4.50000 1737.45| | SIGNAL CABLE, 7C 14GA. | | | 0297 805-78510 1570.000 m | 3.25000 5102.50| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0298 805-78785 6.000 EACH| 400.00000 2400.00| | SIGNAL DETECTOR HOUSING | | | 0299 805-78795 678.200 m | 34.00000 23058.80| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0300 805-78925 1.000 EACH| 700.00000 700.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0301 805-81032 4.000 EACH| 3000.00000 12000.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0302 805-81060 2.000 EACH| 3200.00000 6400.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0303 805-86810 5.000 EACH| 4100.00000 20500.00| | SERVICE POINT, II | | | 0304 805-86820 29.000 EACH| 410.00000 11890.00| | CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0305 805-86889 1237.000 m | 1.00000 1237.00| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0306 805-86898 120.000 m | 10.00000 1200.00| | CONDUIT, STEEL, GALVANIZED, 19 mm | | | 0307 805-86920 81.000 EACH| 16.00000 1296.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0308 805-86930 67.000 EACH| 16.00000 1072.00| | INSULATING LINK, NOT WATERPROOFED | | | 0309 805-92504 14.000 EACH| 325.00000 4550.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0310 805-96121 8.000 EACH| 100.00000 800.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0311 805-98335 5570.000 m | 12.75000 71017.50| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0312 805-98336 120.000 m | 12.75000 1530.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0313 806-53072 LUMP| 50000.00000 50000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0314 807-04309 1.000 EACH| 2800.00000 2800.00| | PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0315 807-82003 2.000 EACH| 750.00000 1500.00| | SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0316 807-82005 2.000 EACH| 850.00000 1700.00| | SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0317 807-82016 4.000 EACH| 375.00000 1500.00| | SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0318 807-82054 1.000 EACH| 2300.00000 2300.00| | UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0319 807-82440 9.000 EACH| 16000.00000 144000.00| | LIGHT POLE, HIGH MAST, 40 m E.M.H. | | | 0320 807-84804 4.000 EACH| 1250.00000 5000.00| | LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0321 807-84814 25.000 EACH| 1350.00000 33750.00| | LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0322 807-86620 29.000 EACH| 300.00000 8700.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0323 807-86665 54.000 EACH| 560.00000 30240.00| | LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0324 807-86790 6.000 EACH| 300.00000 1800.00| | LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0325 807-86830 9.000 EACH| 4300.00000 38700.00| | CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0326 807-86910 36.000 EACH| 50.00000 1800.00| | CONNECTOR KIT, UNFUSED | | | 0327 807-86915 43.000 EACH| 55.00000 2365.00| | CONNECTOR KIT, FUSED | | | 0328 807-86950 36.000 EACH| 30.00000 1080.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0329 807-86955 10.000 EACH| 50.00000 500.00| | CABLE DUCT MARKER | | | 0330 807-87210 4.000 EACH| 325.00000 1300.00| | LUMINAIRE, UNDERPASS, WALL MOUNTED, | | | HIGH PRESSURE SODIUM, 150 WATT | | | 0331 807-87230 22.000 EACH| 420.00000 9240.00| | LUMINAIRE, SIGN, MERCURY VAPOR WITH | | | GLARE AND VANDAL SHIELD 250 WATT, | | | FURNISH | | | 0332 808-02066 229.000 m | 1.25000 286.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID WHITE CROSSHATCH LINE, 150 mm | | | 0333 808-03178 7.000 EACH| 155.00000 1085.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0334 808-03179 7.000 EACH| 160.00000 1120.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0335 808-05866 2.800 m2 | 31.00000 86.80| | PAVEMENT MESSAGE MARKING, REMOVE | | | 0336 808-06701 1606.000 m | 1.00000 1606.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0337 808-06703 7707.000 m | 1.00000 7707.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0338 808-06705 304.000 m | 2.00000 608.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0339 808-06713 450.600 m | 0.35000 157.71| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0340 808-06714 420.200 m | 0.35000 147.07| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0341 808-06716 6993.000 m | 1.00000 6993.00| | LINE, REMOVE | | | 0342 808-06726 6.200 m | 5.00000 31.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0343 808-75051 8670.700 m | 3.50000 30347.45| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0344 808-75053 1993.000 m | 6.75000 13452.75| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0345 808-75054 5993.100 m | 3.45000 20676.20| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0346 808-75059 83.000 m | 3.45000 286.35| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0347 808-75061 1671.700 m | 4.25000 7104.73| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0348 808-75067 14.400 m | 20.00000 288.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0349 808-75240 1214.000 m | 1.00000 1214.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 130 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,930,838.70 ROUTE : 46 CALL ORDER : 130 CONTRACT ID : R -24548-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 808-75245 6193.000 m | 1.00000 6193.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0351 808-75272 188.000 m | 7.00000 1316.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0352 808-75290 756.000 m | 7.00000 5292.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0353 808-75320 46.000 EACH| 45.00000 2070.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0354 808-75325 26.000 EACH| 60.00000 1560.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0355 808-75998 1240.000 EACH| 23.00000 28520.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0356 808-92027 1602.000 m | 2.00000 3204.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0357 808-99077 239.400 m | 20.00000 4788.00| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 600 mm | | | 0358 502-06328 665.000 m2 | 73.00000 48545.00| | PCCP, 275 mm , REINFORCED | | | SECTION TOTALS | $ 33,805,501.32| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 33,805,501.32| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,358,599.31 ROUTE : SR 1 CALL ORDER : 140 CONTRACT ID : R -24563-A COUNTIES : FAYETTE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 150 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2432002 2432002 2432002 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,434,400.00 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 5,474,747.91 100.7424% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 5,489,404.77 101.0121% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES; SIGNS; SIGNAL AND UTILITY RELOCATIONS | | | 0001 105-01925 18.000 MOS | 1500.00000 27000.00| 2233.66000 40205.88| 800.00000 14400.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 100000.00000 100000.00| 176297.00000 176297.00| 98000.00000 98000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 265000.00000 265000.00| 234000.00000 234000.00| 229000.00000 229000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 80000.00000 80000.00| 274453.10000 274453.10| 69000.00000 69000.00 CLEARING AND GRUBBING | | | 0005 202-02240 18510.000 SYS | 3.90000 72189.00| 0.01000 185.10| 6.50000 120315.00 PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 2200.00000 2200.00| 297.66000 297.66| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 59| | | 0007 202-03000 LUMP| 1900.00000 1900.00| 1563.32000 1563.32| 3200.00000 3200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | | 0008 202-03000 LUMP| 5000.00000 5000.00| 1872.66000 1872.66| 1350.00000 1350.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 65| | | 0009 202-03000 LUMP| 3000.00000 3000.00| 1488.30000 1488.30| 900.00000 900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 68| | | 0010 202-03000 LUMP| 2000.00000 2000.00| 771.98000 771.98| 2400.00000 2400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 96| | | 0011 202-03135 46.450 SFT | 17.00000 789.65| 78.75000 3657.94| 36.00000 1672.20 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0012 202-52710 480.000 SYS | 4.30000 2064.00| 3.82000 1833.60| 15.00000 7200.00 SIDEWALK, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,358,599.31 ROUTE : SR 1 CALL ORDER : 140 CONTRACT ID : R -24563-A COUNTIES : FAYETTE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-60820 725.000 SYS | 9.00000 6525.00| 4.06000 2943.50| 3.25000 2356.25 SURFACE MILLING, ASPHALT | | | 0014 202-78515 LUMP| 3200.00000 3200.00| 5154.96000 5154.96| 5100.00000 5100.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 202-91385 9.000 EACH| 450.00000 4050.00| 124.63000 1121.67| 100.00000 900.00 INLET, REMOVE | | | 0016 202-91840 420.000 LFT | 3.28000 1377.60| 2.75000 1155.00| 3.00000 1260.00 FENCE, CHAIN LINK, REMOVE | | | 0017 203-02000 50166.000 CYS | 6.60000 331095.60| 7.23000 362700.18| 8.75000 438952.50 EXCAVATION, COMMON | | | 0018 203-02235 18510.000 SYS | 0.02000 370.20| 0.01000 185.10| 0.25000 4627.50 BREAKING PAVEMENT | | | 0019 203-95673 3650.000 CYS | 24.00000 87600.00| 15.97000 58290.50| 18.00000 65700.00 BACKFILL, GRANULAR | | | 0020 205-02224 8203.000 LFT | 1.55000 12714.65| 1.52000 12468.56| 1.50000 12304.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 205-02229 908.000 LFT | 2.35000 2133.80| 2.36000 2142.88| 2.50000 2270.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0022 211-02060 14127.000 CYS | 23.00000 324921.00| 21.00000 296667.00| 18.00000 254286.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 213-52830 2269.000 CYS | 62.00000 140678.00| 75.00000 170175.00| 47.00000 106643.00 FLOWABLE MORTAR | | | 0024 303-04056 25.000 TON | 24.00000 600.00| 35.07000 876.75| 14.50000 362.50 COMPACTED AGGREGATE FOR BASE, 0, 73 | | | 0025 303-52308 1305.000 TON | 21.50000 28057.50| 17.50000 22837.50| 13.50000 17617.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0026 305-05204 15.000 TON | 105.00000 1575.00| 110.25000 1653.75| 175.00000 2625.00 HMA FOR PATCHING | | | 0027 401-04820 6113.000 TON | 38.50000 235350.50| 40.43000 247148.59| 37.00000 226181.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0028 401-05437 17782.000 TON | 38.50000 684607.00| 40.16000 714125.12| 33.00000 586806.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0029 401-05456 2910.000 TON | 49.15000 143026.50| 51.61000 150185.10| 46.00000 133860.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0030 402-05470 7213.000 TON | 34.00000 245242.00| 35.70000 257504.10| 29.00000 209177.00 HMA BASE C25.0 mm, MAINLINE | | | 0031 406-05520 42.000 TON | 180.00000 7560.00| 189.00000 7938.00| 200.00000 8400.00 ASPHALT FOR TACK COAT | | | 0032 601-04754 1.000 EACH| 16590.00000 16590.00| 17821.65000 17821.65| 15800.00000 15800.00 ENERGY ABSORBING TERMINAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,358,599.31 ROUTE : SR 1 CALL ORDER : 140 CONTRACT ID : R -24563-A COUNTIES : FAYETTE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-04756 1.000 EACH| 6930.00000 6930.00| 7260.00000 7260.00| 7000.00000 7000.00 ENERGY ABSORBING TERMINAL, SPARE PARTS | | | PACKAGE | | | 0034 601-90948 4.000 EACH| 105.00000 420.00| 105.00000 420.00| 100.00000 400.00 TERMINAL END, ALUMINUM | | | 0035 601-99105 62.500 LFT | 16.80000 1050.00| 16.80000 1050.00| 18.00000 1125.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 602-01064 890.000 LFT | 51.00000 45390.00| 51.12000 45496.80| 52.00000 46280.00 BARRIER, CONCRETE | | | 0037 602-06729 90.000 EACH| 8.10000 729.00| 8.09000 728.10| 8.50000 765.00 BARRIER DELINEATOR | | | 0038 603-06040 420.000 LFT | 7.90000 3318.00| 9.65000 4053.00| 8.50000 3570.00 FENCE, FARM FIELD, 47 IN. | | | 0039 603-06045 60.000 LFT | 22.85000 1371.00| 22.84000 1370.40| 24.00000 1440.00 FENCE, CHAIN LINK, 48 IN. | | | 0040 604-06069 302.000 SYS | 95.00000 28690.00| 39.63000 11968.26| 43.00000 12986.00 CURB RAMP, CONCRETE | | | 0041 604-91531 4363.000 SYS | 27.00000 117801.00| 22.26000 97120.38| 29.00000 126527.00 SIDEWALK, CONCRETE, 4 IN. | | | 0042 605-05524 682.000 LFT | 20.00000 13640.00| 21.00000 14322.00| 25.00000 17050.00 CENTER CURB, A, HMA | | | 0043 605-06120 259.000 LFT | 23.50000 6086.50| 20.08000 5200.72| 22.00000 5698.00 CURB, CONCRETE | | | 0044 605-06150 12180.000 LFT | 14.50000 176610.00| 11.45000 139461.00| 15.00000 182700.00 CURB AND GUTTER, C, CONCRETE | | | 0045 605-06255 11.000 SYS | 113.65000 1250.15| 110.54000 1215.94| 140.00000 1540.00 CENTER CURB, D, CONCRETE | | | 0046 610-05527 2405.400 TON | 66.00000 158756.40| 69.30000 166694.22| 65.00000 156351.00 HMA FOR APPROACHES | | | 0047 611-05330 3210.000 SYS | 40.00000 128400.00| 32.67000 104870.70| 43.00000 138030.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0048 611-06497 19.000 EACH| 162.75000 3092.25| 178.25000 3386.75| 160.00000 3040.00 MAILBOX ASSEMBLY, SINGLE | | | 0049 615-06490 84.000 EACH| 107.10000 8996.40| 107.10000 8996.40| 120.00000 10080.00 RIGHT OF WAY MARKER | | | 0050 615-06505 18.000 EACH| 357.00000 6426.00| 357.00000 6426.00| 375.00000 6750.00 MONUMENT, B | | | 0051 615-06510 1.000 EACH| 341.25000 341.25| 341.25000 341.25| 350.00000 350.00 MONUMENT, C | | | 0052 616-02320 150.000 SYS | 2.45000 367.50| 5.78000 867.00| 2.50000 375.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,358,599.31 ROUTE : SR 1 CALL ORDER : 140 CONTRACT ID : R -24563-A COUNTIES : FAYETTE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 616-06405 125.000 TON | 18.40000 2300.00| 24.42000 3052.50| 29.00000 3625.00 RIPRAP, REVETMENT | | | 0054 621-01004 1.000 EACH| 603.75000 603.75| 661.25000 661.25| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-06545 1.900 TON | 660.45000 1254.86| 660.45000 1254.86| 650.00000 1235.00 FERTILIZER | | | 0056 621-06554 630.000 LBS | 5.05000 3181.50| 5.04000 3175.20| 5.25000 3307.50 SEED MIXTURE, U | | | 0057 621-06565 9.000 TON | 508.20000 4573.80| 508.20000 4573.80| 5.35000 48.15 MULCHING MATERIAL | | | 0058 621-06574 295.000 SYS | 2.85000 840.75| 2.81000 828.95| 3.50000 1032.50 SODDING | | | 0059 621-06575 14967.000 SYS | 2.85000 42655.95| 2.81000 42057.27| 3.50000 52384.50 SODDING, NURSERY | | | 0060 621-52448 6.000 EACH| 23.65000 141.90| 23.63000 141.78| 25.00000 150.00 SIGN, DO NOT SPRAY | | | 0061 622-98200 10.000 EACH| 23.65000 236.50| 23.63000 236.30| 25.00000 250.00 SIGN, DO NOT DISTURB | | | 0062 703-51030 1676.000 LBS | 1.90000 3184.40| 1.05000 1759.80| 1.00000 1676.00 REINFORCING STEEL | | | 0063 715-03025 4.000 EACH| 2235.00000 8940.00| 1637.09000 6548.36| 1250.00000 5000.00 SANITARY MANHOLE (0-6 FT.) | | | 0064 715-03025 4.000 EACH| 2500.00000 10000.00| 1949.31000 7797.24| 1600.00000 6400.00 SANITARY MANHOLE (6-10 FT.) | | | 0065 715-03165 60.000 LFT | 22.00000 1320.00| 49.37000 2962.20| 25.00000 1500.00 FORCE MAIN, DUCTILE IRON, 4 IN. | | | 0066 715-03171 8.000 EACH| 3000.00000 24000.00| 2672.89000 21383.12| 1475.00000 11800.00 HYDRANT ASSEMBLY, H3 | | | 0067 715-04612 885.000 LFT | 40.00000 35400.00| 17.68000 15646.80| 24.00000 21240.00 PIPE , 8 IN. PVC (0-6 FT.) | | | 0068 715-04612 469.000 LFT | 42.00000 19698.00| 22.98000 10777.62| 54.00000 25326.00 PIPE , 8 IN. PVC (6-10 FT.) | | | 0069 715-04612 12.000 LFT | 40.00000 480.00| 51.43000 617.16| 120.00000 1440.00 PIPE , NON-REINFORCED CONCRETE, 3 | | | 0070 715-05767 328.000 LFT | 30.00000 9840.00| 20.91000 6858.48| 72.00000 23616.00 PIPE, RCP, II, D0.01=1000, 18 IN. | | | 0071 715-06504 703.000 LFT | 28.00000 19684.00| 23.69000 16654.07| 64.00000 44992.00 PIPE, RCP, II, D0.01=1000, 15 IN. | | | 0072 715-06506 1068.000 LFT | 28.00000 29904.00| 23.69000 25300.92| 64.00000 68352.00 PIPE, RCP, II, D0.01=1250, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,358,599.31 ROUTE : SR 1 CALL ORDER : 140 CONTRACT ID : R -24563-A COUNTIES : FAYETTE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-06507 931.000 LFT | 29.00000 26999.00| 20.91000 19467.21| 72.00000 67032.00 PIPE, RCP, II, D0.01=1250, 18 IN. | | | 0074 715-06508 763.000 LFT | 36.00000 27468.00| 41.00000 31283.00| 81.00000 61803.00 PIPE, RCP, II, DO.01=1000, 24 IN. | | | 0075 715-06509 971.000 LFT | 42.00000 40782.00| 41.76000 40548.96| 82.00000 79622.00 PIPE, RCP, II, D0.01=1000, 30 IN. | | | 0076 715-06511 746.000 LFT | 43.00000 32078.00| 41.76000 31152.96| 92.00000 68632.00 PIPE, RCP, II, D0.01=1000, 33 IN. | | | 0077 715-06512 179.000 LFT | 52.00000 9308.00| 41.64000 7453.56| 90.00000 16110.00 PIPE, RCP, II, D0.01=1000, 36 IN. | | | 0078 715-06513 540.000 LFT | 68.00000 36720.00| 53.72000 29008.80| 104.00000 56160.00 PIPE, RCP, II, D0.01=1000, 48 IN. | | | 0079 715-06514 177.000 LFT | 140.00000 24780.00| 114.38000 20245.26| 195.00000 34515.00 PIPE, RCP, II, D0.01=1000, 72 IN. | | | 0080 715-06516 920.000 LFT | 155.00000 142600.00| 157.31000 144725.20| 198.00000 182160.00 PIPE, RCP, II, D0.01=1000, 78 IN. | | | 0081 715-06517 104.000 LFT | 17.50000 1820.00| 20.81000 2164.24| 35.00000 3640.00 PIPE, CORRUGATED PE, S, 12 IN. | | | 0082 715-06518 4790.000 LFT | 23.00000 110170.00| 12.00000 57480.00| 39.00000 186810.00 PIPE, CORRUGATED PE, S, 15 IN. | | | 0083 715-06519 827.000 LFT | 28.00000 23156.00| 20.76000 17168.52| 52.00000 43004.00 PIPE, CORRUGATED PE, S, 18 IN. | | | 0084 715-06521 824.000 LFT | 34.00000 28016.00| 40.00000 32960.00| 79.00000 65096.00 PIPE, CORRUGATED PE, S, 24 IN. | | | 0085 715-06522 380.000 LFT | 47.00000 17860.00| 43.30000 16454.00| 88.00000 33440.00 PIPE, CORRUGATED PE, S, 36 IN. | | | 0086 715-06690 38.000 LFT | 40.00000 1520.00| 38.48000 1462.24| 36.00000 1368.00 PIPE, RCP, III, D0.01=1500, 12 IN. | | | 0087 715-44240 32.400 CYS | 600.00000 19440.00| 840.00000 27216.00| 250.00000 8100.00 CONCRETE, A, STRUCTURES | | | 0088 715-44255 14540.000 LFT | 2.45000 35623.00| 2.00000 29080.00| 2.90000 42166.00 PIPE, GROUP K, 6 IN. | | | 0089 715-46005 24.000 EACH| 180.00000 4320.00| 250.00000 6000.00| 150.00000 3600.00 PIPE END SECTION, 15 IN. | | | 0090 715-90052 LUMP| 64640.31000 64640.31| 41404.80000 41404.80| 48000.00000 48000.00 LIFT STATION PACKAGE, SUBMERSIBLE | | | 0091 715-98265 96.000 LFT | 28.00000 2688.00| 45.93000 4409.28| 33.00000 3168.00 WATER MAIN, DUCTILE IRON, 4 IN. | | | 0092 715-98265 15.000 LFT | 29.00000 435.00| 57.11000 856.65| 75.00000 1125.00 WATER MAIN, DUCTILE IRON, 4 IN. , | | | RESTRAINED JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,358,599.31 ROUTE : SR 1 CALL ORDER : 140 CONTRACT ID : R -24563-A COUNTIES : FAYETTE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 718-52610 1309.000 CYS | 25.50000 33379.50| 27.58000 36102.22| 23.00000 30107.00 AGGREGATE FOR UNDERDRAINS | | | 0094 718-99153 15510.000 SYS | 1.40000 21714.00| 0.88000 13648.80| 1.00000 15510.00 GEOTEXTILES FOR UNDERDRAIN | | | 0095 720-02442 7.000 EACH| 75.00000 525.00| 269.83000 1888.81| 400.00000 2800.00 PIPE, PLUG EXISTING | | | 0096 720-44000 8.000 EACH| 225.00000 1800.00| 385.99000 3087.92| 275.00000 2200.00 CASTING, ADJUST TO GRADE | | | 0097 720-44296 1.000 EACH| 300.00000 300.00| 1488.30000 1488.30| 300.00000 300.00 CAP INLET | | | 0098 720-45030 6.000 EACH| 1700.00000 10200.00| 1658.18000 9949.08| 950.00000 5700.00 INLET, E7 | | | 0099 720-45035 4.000 EACH| 1400.00000 5600.00| 1452.00000 5808.00| 1100.00000 4400.00 INLET, F7 | | | 0100 720-45041 8.000 EACH| 1600.00000 12800.00| 1239.77000 9918.16| 1200.00000 9600.00 INLET, H5 | | | 0101 720-45045 77.000 EACH| 1900.00000 146300.00| 2000.00000 154000.00| 1100.00000 84700.00 INLET, J10 | | | 0102 720-45055 4.000 EACH| 2000.00000 8000.00| 1217.99000 4871.96| 1100.00000 4400.00 INLET, M10 | | | 0103 720-45250 8.000 EACH| 1650.00000 13200.00| 500.00000 4000.00| 1200.00000 9600.00 CATCH BASIN, K10 | | | 0104 720-45400 34.000 EACH| 2400.00000 81600.00| 2200.00000 74800.00| 2000.00000 68000.00 MANHOLE, A4 | | | 0105 720-45405 2.000 EACH| 1700.00000 3400.00| 200.00000 400.00| 2100.00000 4200.00 MANHOLE, B4 | | | 0106 720-45415 6.000 EACH| 3500.00000 21000.00| 2796.31000 16777.86| 2500.00000 15000.00 MANHOLE, D4 | | | 0107 720-45425 7.000 EACH| 12300.00000 86100.00| 10848.26000 75937.82| 14000.00000 98000.00 MANHOLE, F4 | | | 0108 720-96127 1.000 EACH| 1600.00000 1600.00| 200.00000 200.00| 1490.00000 1490.00 CATCH BASIN, K13 | | | 0109 720-96851 1.000 EACH| 1775.00000 1775.00| 1530.65000 1530.65| 1100.00000 1100.00 INLET, J13 | | | 0110 721-43045 10.000 EACH| 2600.00000 26000.00| 4000.00000 40000.00| 2000.00000 20000.00 AUTOMATIC DRAINAGE GATE, 48 IN. | | | 0111 732-02744 8.000 EACH| 570.00000 4560.00| 564.83000 4518.64| 600.00000 4800.00 GATE VALVE AND BOX, 6 IN. | | | 0112 732-02745 2.000 EACH| 740.00000 1480.00| 769.56000 1539.12| 700.00000 1400.00 GATE VALVE AND BOX, 8 IN. | | | 0113 732-03053 15.000 EACH| 425.00000 6375.00| 711.48000 10672.20| 400.00000 6000.00 METER PIT , NEW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,358,599.31 ROUTE : SR 1 CALL ORDER : 140 CONTRACT ID : R -24563-A COUNTIES : FAYETTE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 732-03053 18.000 EACH| 300.00000 5400.00| 355.74000 6403.32| 150.00000 2700.00 METER PIT RECONNECTION | | | 0115 732-03063 2.000 EACH| 3960.00000 7920.00| 4243.47000 8486.94| 3500.00000 7000.00 TAPPING SLEEVE , 12 IN. X 12 IN. WITH | | | 12 IN. TAPPING VALVE AND BOX | | | 0116 732-03063 1.000 EACH| 2550.00000 2550.00| 2703.14000 2703.14| 2400.00000 2400.00 TAPPING SLEEVE , 12 IN. X 6 IN. WITH 6 | | | IN. TAPPING VALVE AND BOX | | | 0117 732-03063 1.000 EACH| 1800.00000 1800.00| 1828.31000 1828.31| 1300.00000 1300.00 TAPPING SLEEVE , 4 IN. X 4 IN. WITH 4 | | | IN. TAPPING VALVE AND BOX | | | 0118 732-03063 1.000 EACH| 2000.00000 2000.00| 2114.48000 2114.48| 1400.00000 1400.00 TAPPING SLEEVE , 6 IN. X 6 IN. WITH 6 | | | IN. TAPPING VALVE AND BOX | | | 0119 732-03063 2.000 EACH| 2400.00000 4800.00| 2521.64000 5043.28| 1795.00000 3590.00 TAPPING SLEEVE , 8 IN. X 8 IN. WITH 8 | | | IN. TAPPING VALVE AND BOX | | | 0120 732-03065 1.000 EACH| 6100.00000 6100.00| 6625.96000 6625.96| 6400.00000 6400.00 TAPPING SADDLE , 20 IN. X 12 IN. WITH | | | 12 IN. TAPPING VALVE AND BOX | | | 0121 732-04836 6.000 EACH| 1235.00000 7410.00| 1309.83000 7858.98| 1200.00000 7200.00 GATE VALVE AND BOX, 12 IN. | | | 0122 732-04836 1.000 EACH| 500.00000 500.00| 539.66000 539.66| 400.00000 400.00 GATE VALVE AND BOX, 4 IN. | | | 0123 732-05560 331.000 LFT | 21.00000 6951.00| 15.44000 5110.64| 13.00000 4303.00 SERVICE LINE , 1 IN. COPPER | | | 0124 732-05560 70.000 LFT | 28.00000 1960.00| 23.00000 1610.00| 21.00000 1470.00 SERVICE LINE , 2 IN. COPPER | | | 0125 732-05560 1711.000 LFT | 19.00000 32509.00| 9.64000 16494.04| 12.00000 20532.00 SERVICE LINE , 3/4 IN. COPPER | | | 0126 732-91738 403.000 LFT | 22.00000 8866.00| 31.49000 12690.47| 23.00000 9269.00 WATER MAIN, DUCTILE IRON, 6 IN. | | | 0127 732-91738 115.000 LFT | 23.00000 2645.00| 35.07000 4033.05| 27.00000 3105.00 WATER MAIN, DUCTILE IRON, 6 IN. , | | | RESTRAINED JOINT | | | 0128 732-91739 33.000 LFT | 35.00000 1155.00| 47.01000 1551.33| 35.00000 1155.00 WATER MAIN, DUCTILE IRON, 8 IN. | | | 0129 732-91739 150.000 LFT | 25.00000 3750.00| 41.38000 6207.00| 62.00000 9300.00 WATER MAIN, DUCTILE IRON, 8 IN. , | | | RESTRAINED JOINT | | | 0130 732-96670 5493.000 LFT | 27.80000 152705.40| 32.03000 175940.79| 30.00000 164790.00 WATER MAIN, DUCTILE IRON, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,358,599.31 ROUTE : SR 1 CALL ORDER : 140 CONTRACT ID : R -24563-A COUNTIES : FAYETTE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 732-96670 263.000 LFT | 30.00000 7890.00| 40.96000 10772.48| 32.00000 8416.00 WATER MAIN, DUCTILE IRON, 12 IN. , | | | RESTRAINED JOINT | | | 0132 801-06203 8800.000 LFT | 0.08000 704.00| 0.07000 616.00| 0.08000 704.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0133 801-06207 10000.000 LFT | 0.95000 9500.00| 1.00000 10000.00| 1.00000 10000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0134 801-06605 9.000 EACH| 204.75000 1842.75| 168.00000 1512.00| 150.00000 1350.00 BARRICADE, IIIA | | | 0135 801-06625 20.000 EACH| 146.00000 2920.00| 99.75000 1995.00| 150.00000 3000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0136 801-06640 18.000 EACH| 188.00000 3384.00| 157.50000 2835.00| 250.00000 4500.00 CONSTRUCTION SIGN, A | | | 0137 801-06645 2.000 EACH| 52.50000 105.00| 36.75000 73.50| 60.00000 120.00 CONSTRUCTION SIGN, B | | | 0138 801-06775 LUMP| 145000.00000 145000.00| 180000.00000 180000.00| 68000.00000 68000.00 MAINTAINING TRAFFIC | | | 0139 802-02489 517.250 LFT | 7.90000 4086.28| 7.40000 3827.65| 8.00000 4138.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0140 802-76025 198.890 SFT | 14.40000 2864.02| 17.49000 3478.59| 18.00000 3580.02 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0141 802-76035 198.000 SFT | 14.60000 2890.80| 18.65000 3692.70| 19.00000 3762.00 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0142 803-76235 5.000 EACH| 231.00000 1155.00| 121.49000 607.45| 125.00000 625.00 INSTALL OVERHEAD SIGN | | | 0143 805-01842 2.000 EACH| 682.50000 1365.00| 566.58000 1133.16| 590.00000 1180.00 HANDHOLE, SIGNAL | | | 0144 805-02065 1.000 EACH| 1260.00000 1260.00| 1715.05000 1715.05| 1700.00000 1700.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 7 FT. | | | 0145 805-02152 4.000 EACH| 535.50000 2142.00| 346.78000 1387.12| 360.00000 1440.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0146 805-03708 1.000 EACH| 1911.00000 1911.00| 5704.04000 5704.04| 5900.00000 5900.00 SIGNAL CANTILEVER STRUCTURE, | | | 0147 805-06592 630.000 LFT | 10.50000 6615.00| 13.92000 8769.60| 14.00000 8820.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 140 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,358,599.31 ROUTE : SR 1 CALL ORDER : 140 CONTRACT ID : R -24563-A COUNTIES : FAYETTE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 805-78060 1.000 EACH| 7195.00000 7195.00| 6823.01000 6823.01| 7100.00000 7100.00 CONTROLLER AND CABINET, MENU DRIVEN, 4 | | | PHASE | | | 0149 805-78205 9.000 EACH| 472.50000 4252.50| 375.66000 3380.94| 395.00000 3555.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0150 805-78230 3.000 EACH| 651.00000 1953.00| 627.04000 1881.12| 650.00000 1950.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0151 805-78370 4.000 EACH| 105.00000 420.00| 127.26000 509.04| 125.00000 500.00 PEDESTRIAN PUSH BUTTON | | | 0152 805-78445 1.000 EACH| 510.00000 510.00| 520.45000 520.45| 525.00000 525.00 SIGNAL SERVICE | | | 0153 805-78467 60.000 LFT | 2.10000 126.00| 1.88000 112.80| 2.00000 120.00 SIGNAL CABLE, 3C 8GA. | | | 0154 805-78470 1200.000 LFT | 0.32000 384.00| 0.57000 684.00| 0.60000 720.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0155 805-78485 1120.000 LFT | 1.05000 1176.00| 1.13000 1265.60| 1.10000 1232.00 SIGNAL CABLE, 5C 14GA. | | | 0156 805-78490 510.000 LFT | 1.15000 586.50| 1.25000 637.50| 1.30000 663.00 SIGNAL CABLE, 7C 14GA. | | | 0157 805-78510 625.000 LFT | 0.95000 593.75| 0.96000 600.00| 1.00000 625.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0158 805-78784 12.000 EACH| 262.50000 3150.00| 210.89000 2530.68| 220.00000 2640.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0159 805-78785 8.000 EACH| 460.00000 3680.00| 422.21000 3377.68| 400.00000 3200.00 SIGNAL DETECTOR HOUSING | | | 0160 805-78795 1050.000 LFT | 10.50000 11025.00| 9.54000 10017.00| 10.00000 10500.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0161 805-78930 1.000 EACH| 575.00000 575.00| 636.09000 636.09| 650.00000 650.00 CONTROLLER CABINET FOUNDATION, M | | | 0162 805-86810 1.000 EACH| 4200.00000 4200.00| 3581.90000 3581.90| 3700.00000 3700.00 SERVICE POINT, II | | | 0163 808-06701 3080.000 LFT | 0.29000 893.20| 0.32000 985.60| 0.25000 770.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0164 808-06703 719.000 LFT | 0.52000 373.88| 0.32000 230.08| 0.25000 179.75 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0165 808-75245 12430.000 LFT | 0.29000 3604.70| 0.32000 3977.60| 0.25000 3107.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 140 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,358,599.31 ROUTE : SR 1 CALL ORDER : 140 CONTRACT ID : R -24563-A COUNTIES : FAYETTE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0999231 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0166 808-75297 359.000 LFT | 3.10000 1112.90| 2.63000 944.17| 3.10000 1112.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0167 808-75300 730.000 LFT | 0.80000 584.00| 0.74000 540.20| 1.40000 1022.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0168 808-75320 15.000 EACH| 57.75000 866.25| 47.25000 708.75| 49.00000 735.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0169 808-75325 8.000 EACH| 78.75000 630.00| 57.75000 462.00| 55.00000 440.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0170 808-92027 2966.000 LFT | 1.00000 2966.00| 0.63000 1868.58| 1.00000 2966.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0171 808-95933 154.000 LFT | 3.80000 585.20| 1.05000 161.70| 2.00000 308.00 CURB PAINTING, YELLOW | | | 0172 808-96016 627.000 LFT | 1.60000 1003.20| 0.95000 595.65| 2.00000 1254.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0173 805-01815 4.000 EACH| 1735.00000 6940.00| 1295.35000 5181.40| 1300.00000 5200.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0174 805-02437 1.000 EACH| 630.00000 630.00| 1508.50000 1508.50| 1650.00000 1650.00 CONTROLLER, RELOCATE AND REWIRE | | | 0175 805-78415 4.000 EACH| 1735.00000 6940.00| 1946.05000 7784.20| 2000.00000 8000.00 SPAN, CATENARY, AND TETHER | | | 0176 805-78420 3.000 EACH| 315.00000 945.00| 216.74000 650.22| 225.00000 675.00 DISCONNECT HANGER | | | 0177 805-78925 1.000 EACH| 685.00000 685.00| 636.09000 636.09| 650.00000 650.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0178 805-81032 4.000 EACH| 3000.00000 12000.00| 2455.01000 9820.04| 2500.00000 10000.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0179 805-92504 16.000 EACH| 294.00000 4704.00| 239.77000 3836.32| 250.00000 4000.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | SECTION TOTALS | $ 5,434,400.00| $ 5,474,747.91| $ 5,489,404.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,434,400.00| $ 5,474,747.91| $ 5,489,404.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,700.91 ROUTE : 15 CALL ORDER : 160 CONTRACT ID : R -24565-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/04/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 000C518 000C519 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 409,715.68 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 475,422.32 116.0371% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 479,926.40 117.1364% 4 35-0997978 PHEND & BROWN, INC. $ 533,474.35 130.2059% 5 35-1817530 PIONEER ASSOCIATES, INC. $ 566,942.06 138.3745% ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1065659 |(3) 35-0918397 |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION MODERNIZATION | | | 0001 105-01925 6.000 MOS | 990.00000 5940.00| 950.00000 5700.00| 1900.00000 11400.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 10486.00000 10486.00| 15000.00000 15000.00| 9800.00000 9800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20500.00000 20500.00| 23770.00000 23770.00| 18500.00000 18500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4100.00000 4100.00| 12500.00000 12500.00| 25045.00000 25045.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 230.000 SYS | 7.41000 1704.30| 8.00000 1840.00| 11.26000 2589.80 PAVEMENT, REMOVE , CONCRETE APPROACH | | | 0006 202-02279 2780.000 LFT | 3.40000 9452.00| 3.80000 10564.00| 3.60000 10008.00 CURB AND GUTTER, REMOVE | | | 0007 202-02928 8.000 EACH| 214.82000 1718.56| 300.00000 2400.00| 330.00000 2640.00 CATCH BASIN, REMOVE | | | 0008 202-52710 1483.000 SYS | 4.30000 6376.90| 4.60000 6821.80| 5.00000 7415.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60821 6830.000 SYS | 1.19000 8127.70| 1.00000 6830.00| 1.35000 9220.50 SURFACE MILLING, BITUMINOUS | | | 0010 202-74080 2.000 EACH| 698.01000 1396.02| 450.00000 900.00| 1600.00000 3200.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0011 202-86946 4.000 EACH| 277.95000 1111.80| 240.00000 960.00| 210.00000 840.00 HANDHOLE, REMOVE | | | 0012 202-93999 4.000 EACH| 384.58000 1538.32| 280.00000 1120.00| 840.00000 3360.00 SIGNAL POLE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,700.91 ROUTE : 15 CALL ORDER : 160 CONTRACT ID : R -24565-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1065659 |(3) 35-0918397 |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-96022 1.000 EACH| 407.06000 407.06| 500.00000 500.00| 1265.00000 1265.00 CONCRETE FOUNDATION, REMOVE , | | | CONTROLLER AND CABINET | | | 0014 203-02000 1300.000 CYS | 10.25000 13325.00| 25.00000 32500.00| 13.00000 16900.00 EXCAVATION, COMMON | | | 0015 205-02236 11.000 EACH| 50.83000 559.13| 60.00000 660.00| 60.00000 660.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 211-02050 100.000 CYS | 15.00000 1500.00| 6.40000 640.00| 21.00000 2100.00 B BORROW , UNDISTRIBUTED | | | 0017 211-02060 37.700 CYS | 15.00000 565.50| 6.40000 241.28| 18.40000 693.68 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 670.000 TON | 10.48000 7021.60| 17.00000 11390.00| 24.70000 16549.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 305-05204 80.000 TON | 65.00000 5200.00| 60.00000 4800.00| 75.00000 6000.00 HMA FOR PATCHING , UNDISTRIBUTED | | | 0020 401-04817 835.000 TON | 32.00000 26720.00| 43.00000 35905.00| 39.00000 32565.00 HMA BASE 25.0 mm, MAINLINE | | | 0021 401-04820 200.000 TON | 37.00000 7400.00| 48.00000 9600.00| 54.00000 10800.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 210.000 TON | 44.00000 9240.00| 53.00000 11130.00| 76.00000 15960.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05495 190.000 TON | 44.00000 8360.00| 40.00000 7600.00| 70.00000 13300.00 HMA WEDGE AND LEVEL | | | 0024 409-04375 0.500 TON | 350.00000 175.00| 200.00000 100.00| 785.00000 392.50 BITUMINOUS MATERIAL FOR TACK COAT | | | 0025 603-04115 1.000 EACH| 588.50000 588.50| 50.00000 50.00| 800.00000 800.00 FENCE GATE, CHAIN LINK, 48 IN. X 5 FT. | | | 0026 603-06045 100.000 LFT | 9.63000 963.00| 8.00000 800.00| 12.00000 1200.00 FENCE, CHAIN LINK, 48 IN. | | | 0027 604-06069 148.000 SYS | 40.85000 6045.80| 35.00000 5180.00| 39.00000 5772.00 CURB RAMP, CONCRETE | | | 0028 604-06070 1335.000 SYS | 22.77000 30397.95| 24.00000 32040.00| 26.00000 34710.00 SIDEWALK, CONCRETE | | | 0029 605-06120 115.000 LFT | 17.98000 2067.70| 18.00000 2070.00| 16.70000 1920.50 CURB, CONCRETE | | | 0030 605-06140 2615.000 LFT | 9.66000 25260.90| 10.00000 26150.00| 12.80000 33472.00 CURB AND GUTTER, CONCRETE | | | 0031 611-05330 225.000 SYS | 40.96000 9216.00| 35.00000 7875.00| 35.00000 7875.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,700.91 ROUTE : 15 CALL ORDER : 160 CONTRACT ID : R -24565-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1065659 |(3) 35-0918397 |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06574 620.000 SYS | 6.96000 4315.20| 6.50000 4030.00| 6.50000 4030.00 SODDING | | | 0033 715-05149 239.000 LFT | 22.47000 5370.33| 24.00000 5736.00| 30.00000 7170.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0034 715-94530 6.000 EACH| 186.58000 1119.48| 200.00000 1200.00| 140.00000 840.00 ADJUST WATER VALVE TO GRADE | | | 0035 716-04892 58.000 LFT | 187.58000 10879.64| 112.07000 6500.06| 249.00000 14442.00 PIPE, JACKED , CIRCULAR, 12 IN. | | | 0036 720-01894 2.000 EACH| 682.73000 1365.46| 750.00000 1500.00| 825.00000 1650.00 CASTING, FURNISH AND ADJUST TO GRADE , | | | TYPE 10 | | | 0037 720-44000 8.000 EACH| 265.76000 2126.08| 270.00000 2160.00| 250.00000 2000.00 CASTING, ADJUST TO GRADE | | | 0038 720-45240 4.000 EACH| 1446.79000 5787.16| 1900.00000 7600.00| 1680.00000 6720.00 CATCH BASIN, J10 | | | 0039 720-45410 1.000 EACH| 1334.17000 1334.17| 1600.00000 1600.00| 2120.00000 2120.00 MANHOLE, C4 | | | 0040 720-45416 1.000 EACH| 5392.44000 5392.44| 24138.26000 24138.26| 5264.00000 5264.00 MANHOLE, E4 | | | 0041 720-90579 2.000 EACH| 814.38000 1628.76| 1200.00000 2400.00| 2520.00000 5040.00 HYDRANT SETTING, RELOCATE | | | 0042 720-98174 3.000 EACH| 1672.92000 5018.76| 2200.00000 6600.00| 1238.00000 3714.00 INLET, B15 | | | 0043 720-98555 1.000 EACH| 1671.99000 1671.99| 2200.00000 2200.00| 2162.50000 2162.50 INLET, C15 | | | 0044 801-01428 140.000 LFT | 6.42000 898.80| 6.00000 840.00| 6.00000 840.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 24 IN. | | | 0045 801-06606 9.000 EACH| 73.83000 664.47| 69.00000 621.00| 69.00000 621.00 BARRICADE, IIIB | | | 0046 801-06624 3.000 EACH| 165.85000 497.55| 155.00000 465.00| 155.00000 465.00 STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0047 801-06625 40.000 EACH| 94.16000 3766.40| 88.00000 3520.00| 88.00000 3520.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 21.000 EACH| 170.13000 3572.73| 159.00000 3339.00| 159.00000 3339.00 CONSTRUCTION SIGN, A | | | 0049 801-06643 4900.000 LFT | 1.07000 5243.00| 1.00000 4900.00| 1.00000 4900.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0050 801-06644 3500.000 LFT | 1.07000 3745.00| 1.00000 3500.00| 1.00000 3500.00 TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,700.91 ROUTE : 15 CALL ORDER : 160 CONTRACT ID : R -24565-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1065659 |(3) 35-0918397 |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 801-06775 LUMP| 18400.00000 18400.00| 22000.00000 22000.00| 7700.00000 7700.00 MAINTAINING TRAFFIC | | | 0052 802-05701 324.000 LFT | 6.85000 2219.40| 6.40000 2073.60| 6.40000 2073.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0053 802-76035 310.720 SFT | 16.05000 4987.06| 15.00000 4660.80| 15.00000 4660.80 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0054 805-01815 4.000 EACH| 1605.00000 6420.00| 1500.00000 6000.00| 1500.00000 6000.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. WITH ANCHOR BOLTS | | | 0055 805-01828 8.000 EACH| 96.30000 770.40| 90.00000 720.00| 90.00000 720.00 TRAFFIC SIGNAL HEAD, REALIGN , TEMPORARY| | | 0056 805-01842 1.000 EACH| 711.55000 711.55| 665.00000 665.00| 665.00000 665.00 HANDHOLE, SIGNAL | | | 0057 805-01844 40.000 LFT | 22.47000 898.80| 21.00000 840.00| 21.00000 840.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0058 805-02658 880.000 LFT | 0.96000 844.80| 0.90000 792.00| 0.90000 792.00 CABLE, COAXIAL , FOR VIDEO DETECTION | | | 0059 805-02799 4.000 EACH| 963.00000 3852.00| 900.00000 3600.00| 900.00000 3600.00 MAST ARM, 25 FT. , ALUMINUM, FOR VIDEO | | | DETECTION | | | 0060 805-04782 1.000 EACH| 33598.00000 33598.00| 31400.00000 31400.00| 31400.00000 31400.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0061 805-78100 1.000 EACH| 7891.25000 7891.25| 7375.00000 7375.00| 7375.00000 7375.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0062 805-78205 4.000 EACH| 604.55000 2418.20| 565.00000 2260.00| 565.00000 2260.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0063 805-78230 4.000 EACH| 904.15000 3616.60| 845.00000 3380.00| 845.00000 3380.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0064 805-78355 16.000 EACH| 395.90000 6334.40| 370.00000 5920.00| 370.00000 5920.00 PEDESTRIAN SIGNAL HEAD, 12 IN. | | | (INTERNATIONAL SYMBOL) | | | 0065 805-78370 8.000 EACH| 69.55000 556.40| 65.00000 520.00| 65.00000 520.00 PEDESTRIAN PUSH BUTTON | | | 0066 805-78415 4.000 EACH| 1332.15000 5328.60| 1245.00000 4980.00| 1245.00000 4980.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,700.91 ROUTE : 15 CALL ORDER : 160 CONTRACT ID : R -24565-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1065659 |(3) 35-0918397 |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 805-78420 4.000 EACH| 187.25000 749.00| 175.00000 700.00| 175.00000 700.00 DISCONNECT HANGER | | | 0068 805-78445 1.000 EACH| 502.90000 502.90| 470.00000 470.00| 470.00000 470.00 SIGNAL SERVICE | | | 0069 805-78467 20.000 LFT | 1.50000 30.00| 1.40000 28.00| 1.40000 28.00 SIGNAL CABLE, 3C 8GA. | | | 0070 805-78480 170.000 LFT | 0.91000 154.70| 0.85000 144.50| 0.85000 144.50 SIGNAL CABLE, 3C 14GA. | | | 0071 805-78485 785.000 LFT | 1.07000 839.95| 1.00000 785.00| 1.00000 785.00 SIGNAL CABLE, 5C 14GA. | | | 0072 805-78490 940.000 LFT | 1.18000 1109.20| 1.10000 1034.00| 1.10000 1034.00 SIGNAL CABLE, 7C 14GA. | | | 0073 805-78520 LUMP| 1.07000 1.07| 1.00000 1.00| 1.00000 1.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0074 805-78925 1.000 EACH| 615.25000 615.25| 575.00000 575.00| 575.00000 575.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0075 805-81060 4.000 EACH| 2862.25000 11449.00| 2675.00000 10700.00| 2675.00000 10700.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0076 808-06701 240.000 LFT | 0.39000 93.60| 0.36000 86.40| 0.36000 86.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0077 808-06703 700.000 LFT | 0.39000 273.00| 0.36000 252.00| 0.36000 252.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0078 808-75245 2000.000 LFT | 0.39000 780.00| 0.36000 720.00| 0.36000 720.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0079 808-75297 182.000 LFT | 2.31000 420.42| 2.16000 393.12| 2.16000 393.12 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0080 808-75300 800.000 LFT | 0.67000 536.00| 0.63000 504.00| 0.63000 504.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0081 808-75320 19.000 EACH| 31.03000 589.57| 29.00000 551.00| 29.00000 551.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0082 808-75325 7.000 EACH| 48.15000 337.05| 45.00000 315.00| 45.00000 315.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0083 808-92027 400.000 LFT | 0.77000 308.00| 0.72000 288.00| 0.72000 288.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,700.91 ROUTE : 15 CALL ORDER : 160 CONTRACT ID : R -24565-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1065659 |(3) 35-0918397 |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 808-96016 135.000 LFT | 1.61000 217.35| 1.50000 202.50| 1.50000 202.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 409,715.68| $ 475,422.32| $ 479,926.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 409,715.68| $ 475,422.32| $ 479,926.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,700.91 ROUTE : 15 CALL ORDER : 160 CONTRACT ID : R -24565-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-1817530 | |PHEND & BROWN, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION MODERNIZATION | | | 0001 105-01925 6.000 MOS | 1500.00000 9000.00| 1890.00000 11340.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 15500.00000 15500.00| 12000.00000 12000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 26015.00000 26015.00| 28200.00000 28200.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4725.00000 4725.00| 32350.00000 32350.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 230.000 SYS | 4.00000 920.00| 23.15000 5324.50| PAVEMENT, REMOVE , CONCRETE APPROACH | | | 0006 202-02279 2780.000 LFT | 3.00000 8340.00| 12.80000 35584.00| CURB AND GUTTER, REMOVE | | | 0007 202-02928 8.000 EACH| 200.00000 1600.00| 925.00000 7400.00| CATCH BASIN, REMOVE | | | 0008 202-52710 1483.000 SYS | 4.00000 5932.00| 9.15000 13569.45| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60821 6830.000 SYS | 3.25000 22197.50| 2.85000 19465.50| SURFACE MILLING, BITUMINOUS | | | 0010 202-74080 2.000 EACH| 1200.00000 2400.00| 900.00000 1800.00| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0011 202-86946 4.000 EACH| 170.00000 680.00| 450.00000 1800.00| HANDHOLE, REMOVE | | | 0012 202-93999 4.000 EACH| 1100.00000 4400.00| 645.00000 2580.00| SIGNAL POLE, REMOVE | | | 0013 202-96022 1.000 EACH| 840.00000 840.00| 310.00000 310.00| CONCRETE FOUNDATION, REMOVE , | | | CONTROLLER AND CABINET | | | 0014 203-02000 1300.000 CYS | 40.50000 52650.00| 15.70000 20410.00| EXCAVATION, COMMON | | | 0015 205-02236 11.000 EACH| 63.00000 693.00| 60.00000 660.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 211-02050 100.000 CYS | 9.50000 950.00| 35.45000 3545.00| B BORROW , UNDISTRIBUTED | | | 0017 211-02060 37.700 CYS | 9.50000 358.15| 44.40000 1673.88| B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 670.000 TON | 15.50000 10385.00| 17.35000 11624.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,700.91 ROUTE : 15 CALL ORDER : 160 CONTRACT ID : R -24565-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-1817530 | |PHEND & BROWN, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 305-05204 80.000 TON | 60.00000 4800.00| 65.00000 5200.00| HMA FOR PATCHING , UNDISTRIBUTED | | | 0020 401-04817 835.000 TON | 41.50000 34652.50| 50.00000 41750.00| HMA BASE 25.0 mm, MAINLINE | | | 0021 401-04820 200.000 TON | 47.50000 9500.00| 55.00000 11000.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 210.000 TON | 49.00000 10290.00| 55.00000 11550.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05495 190.000 TON | 45.50000 8645.00| 60.00000 11400.00| HMA WEDGE AND LEVEL | | | 0024 409-04375 0.500 TON | 187.00000 93.50| 600.00000 300.00| BITUMINOUS MATERIAL FOR TACK COAT | | | 0025 603-04115 1.000 EACH| 650.00000 650.00| 600.00000 600.00| FENCE GATE, CHAIN LINK, 48 IN. X 5 FT. | | | 0026 603-06045 100.000 LFT | 30.50000 3050.00| 20.00000 2000.00| FENCE, CHAIN LINK, 48 IN. | | | 0027 604-06069 148.000 SYS | 49.00000 7252.00| 36.90000 5461.20| CURB RAMP, CONCRETE | | | 0028 604-06070 1335.000 SYS | 26.50000 35377.50| 19.30000 25765.50| SIDEWALK, CONCRETE | | | 0029 605-06120 115.000 LFT | 12.50000 1437.50| 16.80000 1932.00| CURB, CONCRETE | | | 0030 605-06140 2615.000 LFT | 11.00000 28765.00| 13.25000 34648.75| CURB AND GUTTER, CONCRETE | | | 0031 611-05330 225.000 SYS | 42.00000 9450.00| 35.00000 7875.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0032 621-06574 620.000 SYS | 10.00000 6200.00| 6.50000 4030.00| SODDING | | | 0033 715-05149 239.000 LFT | 57.50000 13742.50| 38.70000 9249.30| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0034 715-94530 6.000 EACH| 280.00000 1680.00| 185.00000 1110.00| ADJUST WATER VALVE TO GRADE | | | 0035 716-04892 58.000 LFT | 280.00000 16240.00| 250.00000 14500.00| PIPE, JACKED , CIRCULAR, 12 IN. | | | 0036 720-01894 2.000 EACH| 815.00000 1630.00| 740.00000 1480.00| CASTING, FURNISH AND ADJUST TO GRADE , | | | TYPE 10 | | | 0037 720-44000 8.000 EACH| 390.00000 3120.00| 320.00000 2560.00| CASTING, ADJUST TO GRADE | | | 0038 720-45240 4.000 EACH| 2400.00000 9600.00| 2050.00000 8200.00| CATCH BASIN, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,700.91 ROUTE : 15 CALL ORDER : 160 CONTRACT ID : R -24565-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-1817530 | |PHEND & BROWN, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 720-45410 1.000 EACH| 2990.00000 2990.00| 2240.00000 2240.00| MANHOLE, C4 | | | 0040 720-45416 1.000 EACH| 26000.00000 26000.00| 4850.00000 4850.00| MANHOLE, E4 | | | 0041 720-90579 2.000 EACH| 1100.00000 2200.00| 1290.00000 2580.00| HYDRANT SETTING, RELOCATE | | | 0042 720-98174 3.000 EACH| 2200.00000 6600.00| 2415.00000 7245.00| INLET, B15 | | | 0043 720-98555 1.000 EACH| 2400.00000 2400.00| 2815.00000 2815.00| INLET, C15 | | | 0044 801-01428 140.000 LFT | 5.25000 735.00| 6.00000 840.00| TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 24 IN. | | | 0045 801-06606 9.000 EACH| 69.00000 621.00| 69.00000 621.00| BARRICADE, IIIB | | | 0046 801-06624 3.000 EACH| 155.00000 465.00| 155.00000 465.00| STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0047 801-06625 40.000 EACH| 88.00000 3520.00| 88.00000 3520.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 21.000 EACH| 159.00000 3339.00| 159.00000 3339.00| CONSTRUCTION SIGN, A | | | 0049 801-06643 4900.000 LFT | 1.00000 4900.00| 1.00000 4900.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0050 801-06644 3500.000 LFT | 0.80000 2800.00| 1.00000 3500.00| TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0051 801-06775 LUMP| 10200.00000 10200.00| 26842.56000 26842.56| MAINTAINING TRAFFIC | | | 0052 802-05701 324.000 LFT | 6.40000 2073.60| 6.40000 2073.60| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0053 802-76035 310.720 SFT | 15.00000 4660.80| 15.00000 4660.80| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0054 805-01815 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. WITH ANCHOR BOLTS | | | 0055 805-01828 8.000 EACH| 90.00000 720.00| 90.00000 720.00| TRAFFIC SIGNAL HEAD, REALIGN , TEMPORARY| | | 0056 805-01842 1.000 EACH| 665.00000 665.00| 665.00000 665.00| HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,700.91 ROUTE : 15 CALL ORDER : 160 CONTRACT ID : R -24565-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-1817530 | |PHEND & BROWN, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 805-01844 40.000 LFT | 21.00000 840.00| 21.00000 840.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0058 805-02658 880.000 LFT | 0.90000 792.00| 0.90000 792.00| CABLE, COAXIAL , FOR VIDEO DETECTION | | | 0059 805-02799 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00| MAST ARM, 25 FT. , ALUMINUM, FOR VIDEO | | | DETECTION | | | 0060 805-04782 1.000 EACH| 31400.00000 31400.00| 31400.00000 31400.00| VIDEO VEHICLE DETECTOR SYSTEM | | | 0061 805-78100 1.000 EACH| 7375.00000 7375.00| 7375.00000 7375.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0062 805-78205 4.000 EACH| 565.00000 2260.00| 565.00000 2260.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0063 805-78230 4.000 EACH| 845.00000 3380.00| 845.00000 3380.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0064 805-78355 16.000 EACH| 370.00000 5920.00| 370.00000 5920.00| PEDESTRIAN SIGNAL HEAD, 12 IN. | | | (INTERNATIONAL SYMBOL) | | | 0065 805-78370 8.000 EACH| 65.00000 520.00| 65.00000 520.00| PEDESTRIAN PUSH BUTTON | | | 0066 805-78415 4.000 EACH| 1245.00000 4980.00| 1245.00000 4980.00| SPAN, CATENARY, AND TETHER | | | 0067 805-78420 4.000 EACH| 175.00000 700.00| 175.00000 700.00| DISCONNECT HANGER | | | 0068 805-78445 1.000 EACH| 470.00000 470.00| 470.00000 470.00| SIGNAL SERVICE | | | 0069 805-78467 20.000 LFT | 1.40000 28.00| 1.40000 28.00| SIGNAL CABLE, 3C 8GA. | | | 0070 805-78480 170.000 LFT | 0.85000 144.50| 0.85000 144.50| SIGNAL CABLE, 3C 14GA. | | | 0071 805-78485 785.000 LFT | 1.00000 785.00| 1.00000 785.00| SIGNAL CABLE, 5C 14GA. | | | 0072 805-78490 940.000 LFT | 1.10000 1034.00| 1.10000 1034.00| SIGNAL CABLE, 7C 14GA. | | | 0073 805-78520 LUMP| 1.00000 1.00| 1.00000 1.00| MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 160 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,700.91 ROUTE : 15 CALL ORDER : 160 CONTRACT ID : R -24565-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-1817530 | |PHEND & BROWN, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 805-78925 1.000 EACH| 575.00000 575.00| 575.00000 575.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0075 805-81060 4.000 EACH| 2675.00000 10700.00| 2675.00000 10700.00| SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0076 808-06701 240.000 LFT | 0.36000 86.40| 0.36000 86.40| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0077 808-06703 700.000 LFT | 0.36000 252.00| 0.36000 252.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0078 808-75245 2000.000 LFT | 0.36000 720.00| 0.36000 720.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0079 808-75297 182.000 LFT | 2.20000 400.40| 2.16000 393.12| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0080 808-75300 800.000 LFT | 0.63000 504.00| 0.63000 504.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0081 808-75320 19.000 EACH| 29.00000 551.00| 29.00000 551.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0082 808-75325 7.000 EACH| 45.00000 315.00| 45.00000 315.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0083 808-92027 400.000 LFT | 0.72000 288.00| 0.72000 288.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0084 808-96016 135.000 LFT | 1.50000 202.50| 1.50000 202.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 533,474.35| $ 566,942.06| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 533,474.35| $ 566,942.06| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,226.10 ROUTE : 101 CALL ORDER : 170 CONTRACT ID : R -24681-A COUNTIES : UNION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2493010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0515195 VALLEY ASPHALT CORPORATION $ 420,664.23 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 439,320.03 104.4348% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 487,774.00 115.9532% ==================================================================================================================================== |(1) 31-0515195 |(2) 35-1917625 |(3) 35-1357381 |VALLEY ASPHALT CORPORATION |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR OR REHABILITATION | | | 0001 105-06790 4.000 MOS | 1000.00000 4000.00| 1700.00000 6800.00| 1500.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 8100.00000 8100.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8000.00000 8000.00| 21950.00000 21950.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 89770.000 m2 | 0.47000 42191.90| 0.79000 70918.30| 0.50000 44885.00 SURFACE MILLING, ASPHALT , 25 mm | | | 0005 305-05204 412.000 Mg | 100.80000 41529.60| 75.00000 30900.00| 120.00000 49440.00 HMA FOR PATCHING | | | 0006 401-05456 6735.000 Mg | 39.88000 268591.80| 38.95000 262328.25| 48.75000 328331.25 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 406-05520 22.500 Mg | 473.60000 10656.00| 200.00000 4500.00| 200.00000 4500.00 ASPHALT FOR TACK COAT | | | 0008 801-06203 1212.000 m | 0.42000 509.04| 0.94000 1139.28| 1.00000 1212.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0009 801-06207 1212.000 m | 3.27000 3963.24| 4.00000 4848.00| 3.00000 3636.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0010 801-06640 32.000 EACH| 164.51000 5264.32| 53.00000 1696.00| 80.00000 2560.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 28259.88000 28259.88| 19570.00000 19570.00| 9500.00000 9500.00 MAINTAINING TRAFFIC | | | 0012 808-04298 2.000 EACH| 435.00000 870.00| 350.00000 700.00| 500.00000 1000.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0013 808-06712 1410.000 m | 0.13000 183.30| 0.13000 183.30| 0.15000 211.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,226.10 ROUTE : 101 CALL ORDER : 170 CONTRACT ID : R -24681-A COUNTIES : UNION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0515195 |(2) 35-1917625 |(3) 35-1357381 |VALLEY ASPHALT CORPORATION |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-06713 24275.000 m | 0.13000 3155.75| 0.13000 3155.75| 0.15000 3641.25 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0015 808-06714 17280.000 m | 0.13000 2246.40| 0.13000 2246.40| 0.15000 2592.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0016 808-06726 7.000 m | 9.00000 63.00| 7.25000 50.75| 10.00000 70.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0017 808-75320 3.000 EACH| 60.00000 180.00| 78.00000 234.00| 65.00000 195.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 420,664.23| $ 439,320.03| $ 487,774.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 420,664.23| $ 439,320.03| $ 487,774.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 231 CALL ORDER : 180 CONTRACT ID : R -24733-B COUNTIES : MARTIN LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 554,526.90 100.0000% 2 35-2035887 KUHN CONSTRUCTION $ 588,720.00 106.1661% 3 35-1616373 OXLEY, SAM & COMPANY $ 684,577.46 123.4525% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : E140098 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1995838 NFH, INC. $ 2,142,212.95 100.0000% 2 35-1878024 RAGLE, INC. $ 2,146,887.42 100.2182% 3 35-1057095 BLANKENBERGER BROTHERS $ 2,160,035.67 100.8319% 4 35-0626844 RUDOLPH, J.H. & CO $ 2,285,015.71 106.6661% ==================================================================================================================================== |(1) 35-1995838 |(2) 35-1878024 |(3) 35-1057095 |NFH, INC. |RAGLE, INC. |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 1100.00000 13200.00| 1000.00000 12000.00| 1320.00000 15840.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 30000.00000 30000.00| 20000.00000 20000.00| 40700.00000 40700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 105000.00000 105000.00| 108000.00000 108000.00| 105000.00000 105000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 42000.00000 42000.00| 30000.00000 30000.00| 27800.00000 27800.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 129.700 m2 | 10.00000 1297.00| 6.00000 778.20| 24.00000 3112.80 PAVEMENT, REMOVE | | | 0006 202-02241 164.500 m | 6.00000 987.00| 6.00000 987.00| 8.50000 1398.25 GUARDRAIL, REMOVE | | | 0007 202-02278 90.200 m | 5.00000 451.00| 6.65000 599.83| 17.00000 1533.40 CURB, CONCRETE, REMOVE | | | 0008 202-02279 988.000 m | 5.00000 4940.00| 6.65000 6570.20| 17.00000 16796.00 CURB AND GUTTER, REMOVE | | | 0009 202-94810 2.000 EACH| 100.00000 200.00| 200.00000 400.00| 200.00000 400.00 CURB TURNOUT, REMOVE | | | 0010 203-02000 4412.000 m3 | 11.00000 48532.00| 18.00000 79416.00| 8.20000 36178.40 EXCAVATION, COMMON | | | 0011 203-02070 1702.300 m3 | 1.00000 1702.30| 2.00000 3404.60| 7.15000 12171.45 BORROW | | | 0012 205-02229 105.000 m | 7.00000 735.00| 11.00000 1155.00| 7.00000 735.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02232 60.000 m3 | 33.00000 1980.00| 5.00000 300.00| 24.00000 1440.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1995838 |(2) 35-1878024 |(3) 35-1057095 |NFH, INC. |RAGLE, INC. |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02234 3.000 EACH| 95.00000 285.00| 60.00000 180.00| 95.00000 285.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 8.000 EACH| 90.00000 720.00| 60.00000 480.00| 90.00000 720.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 49.000 EACH| 70.00000 3430.00| 50.00000 2450.00| 69.00000 3381.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 205-03371 10.000 m3 | 30.00000 300.00| 7.00000 70.00| 56.00000 560.00 SEDIMENT REMOVE | | | 0018 206-51220 140.400 m3 | 165.00000 23166.00| 60.00000 8424.00| 29.00000 4071.60 EXCAVATION, WET | | | 0019 211-02060 2149.800 m3 | 13.50000 29022.30| 24.00000 51595.20| 20.00000 42996.00 B BORROW FOR STRUCTURE BACKFILL | | | 0020 211-04120 2.000 EACH| 1000.00000 2000.00| 150.00000 300.00| 590.00000 1180.00 ACCESS HOLE | | | 0021 215-06458 3606.000 m3 | 9.50000 34257.00| 4.00000 14424.00| 9.85000 35519.10 SUBGRADE, MODIFIED | | | 0022 303-04110 179.800 m3 | 28.00000 5034.40| 37.00000 6652.60| 44.00000 7911.20 COARSE AGGREGATE FOR BEDDING, 5 | | | 0023 303-04869 345.500 m3 | 27.00000 9328.50| 32.00000 11056.00| 44.00000 15202.00 COMPACTED AGGREGATE, O , 2 | | | 0024 303-98541 169.800 Mg | 20.00000 3396.00| 26.00000 4414.80| 30.00000 5094.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0025 305-05206 28.000 Mg | 80.00000 2240.00| 59.00000 1652.00| 47.00000 1316.00 WIDENING WITH HMA | | | 0026 401-05437 6080.500 Mg | 41.25000 250820.63| 38.55000 234403.27| 43.00000 261461.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 1901.900 Mg | 44.75000 85110.03| 44.15000 83968.89| 47.00000 89389.30 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 864.500 Mg | 71.00000 61379.50| 70.85000 61249.83| 75.00000 64837.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05470 3553.000 Mg | 36.75000 130572.75| 36.15000 128440.95| 38.50000 136790.50 HMA BASE C25.0 mm, MAINLINE | | | 0030 406-05520 13.700 Mg | 230.00000 3151.00| 225.00000 3082.50| 240.00000 3288.00 ASPHALT FOR TACK COAT | | | 0031 501-03489 123.000 EACH| 12.25000 1506.75| 12.00000 1476.00| 13.00000 1599.00 TIE BAR, RETROFIT | | | 0032 605-06125 474.800 m | 30.00000 14244.00| 37.00000 17567.60| 30.00000 14244.00 CURB, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1995838 |(2) 35-1878024 |(3) 35-1057095 |NFH, INC. |RAGLE, INC. |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 605-06140 1105.500 m | 31.00000 34270.50| 33.00000 36481.50| 31.00000 34270.50 CURB AND GUTTER, CONCRETE , MODIFIED | | | 0034 605-06255 490.000 m2 | 58.00000 28420.00| 57.00000 27930.00| 69.00000 33810.00 CENTER CURB, D, CONCRETE | | | 0035 605-94082 1.000 EACH| 790.00000 790.00| 900.00000 900.00| 800.00000 800.00 CURB TURNOUT, CONCRETE | | | 0036 610-05527 497.500 Mg | 43.50000 21641.25| 43.00000 21392.50| 46.00000 22885.00 HMA FOR APPROACHES | | | 0037 611-06497 6.000 EACH| 130.00000 780.00| 150.00000 900.00| 145.00000 870.00 MAILBOX ASSEMBLY, SINGLE | | | 0038 611-95728 471.800 m2 | 55.00000 25949.00| 55.00000 25949.00| 52.00000 24533.60 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0039 615-06490 9.000 EACH| 80.00000 720.00| 100.00000 900.00| 100.00000 900.00 RIGHT OF WAY MARKER | | | 0040 615-06505 3.000 EACH| 325.00000 975.00| 375.00000 1125.00| 420.00000 1260.00 MONUMENT, B | | | 0041 616-02320 514.600 m2 | 1.75000 900.55| 2.00000 1029.20| 2.20000 1132.12 GEOTEXTILES | | | 0042 616-06405 766.200 Mg | 17.00000 13025.40| 19.00000 14557.80| 24.00000 18388.80 RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH| 690.00000 1380.00| 200.00000 400.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.400 Mg | 645.00000 258.00| 440.00000 176.00| 650.00000 260.00 FERTILIZER | | | 0045 621-06554 78.000 kg | 9.65000 752.70| 7.00000 546.00| 10.00000 780.00 SEED MIXTURE, U | | | 0046 621-06565 2.100 Mg | 593.00000 1245.30| 460.00000 966.00| 600.00000 1260.00 MULCHING MATERIAL | | | 0047 621-06567 30.100 kL | 1.00000 30.10| 10.00000 301.00| 1.00000 30.10 WATER | | | 0048 621-06575 1686.500 m2 | 4.50000 7589.25| 3.65000 6155.73| 3.90000 6577.35 SODDING, NURSERY | | | 0049 702-51863 27.000 EACH| 30.00000 810.00| 5.00000 135.00| 27.00000 729.00 FIELD DRILLED HOLE IN CONCRETE | | | 0050 703-51030 19456.000 kg | 1.40000 27238.40| 1.30000 25292.80| 1.15000 22374.40 REINFORCING STEEL | | | 0051 703-97936 28.000 EACH| 15.00000 420.00| 12.00000 336.00| 35.00000 980.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0052 714-26718 470.000 m | 1000.00000 470000.00| 1220.00000 573400.00| 1100.00000 517000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm (3.05x1.83 | | | Box Culvert) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1995838 |(2) 35-1878024 |(3) 35-1057095 |NFH, INC. |RAGLE, INC. |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-01471 3.000 EACH| 475.00000 1425.00| 410.00000 1230.00| 345.00000 1035.00 PIPE END SECTION, PRECAST CONCRETE, 375 | | | mm | | | 0054 715-01765 3.000 EACH| 375.00000 1125.00| 400.00000 1200.00| 320.00000 960.00 PIPE END SECTION, PRECAST CONCRETE, 300 | | | mm | | | 0055 715-05149 13.000 m | 90.00000 1170.00| 70.00000 910.00| 66.00000 858.00 PIPE, TYPE 2, CIRCULAR, 300 mm (CSP) | | | 0056 715-05149 12.500 m | 90.00000 1125.00| 90.00000 1125.00| 100.00000 1250.00 PIPE, TYPE 2, CIRCULAR, 300 mm (PVC) | | | 0057 715-05241 31.700 m | 250.00000 7925.00| 275.00000 8717.50| 225.00000 7132.50 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.82 | | | m2 (1250x759 RCP) | | | 0058 715-05331 189.500 m | 165.00000 31267.50| 160.00000 30320.00| 136.00000 25772.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 (770mm x 490mm RCP) | | | 0059 715-05338 89.000 m | 373.00000 33197.00| 300.00000 26700.00| 184.00000 16376.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 (1150mm x 730mm RCP) | | | 0060 715-41045 217.700 m | 120.00000 26124.00| 90.00000 19593.00| 94.00000 20463.80 PIPE, REINFORCED CONCRETE, 300 mm | | | 0061 715-41050 171.900 m | 100.00000 17190.00| 95.00000 16330.50| 105.00000 18049.50 PIPE, REINFORCED CONCRETE, III, 375 mm | | | 0062 715-41055 124.900 m | 110.00000 13739.00| 100.00000 12490.00| 86.00000 10741.40 PIPE, REINFORCED CONCRETE, III, 450 mm | | | 0063 715-41065 94.000 m | 150.00000 14100.00| 120.00000 11280.00| 125.00000 11750.00 PIPE, REINFORCED CONCRETE, III, 600 mm | | | 0064 715-41075 0.500 m | 990.00000 495.00| 150.00000 75.00| 1030.00000 515.00 PIPE, REINFORCED CONCRETE, III, 750 mm | | | 0065 715-41090 4.200 m | 250.00000 1050.00| 225.00000 945.00| 260.00000 1092.00 PIPE, REINFORCED CONCRETE, III, 1050 mm | | | 0066 715-44240 147.600 m3 | 600.00000 88560.00| 600.00000 88560.00| 445.00000 65682.00 CONCRETE, A, STRUCTURES | | | 0067 715-44255 1471.000 m | 8.25000 12135.75| 9.00000 13239.00| 9.25000 13606.75 PIPE, GROUP K, 150 mm | | | 0068 715-46070 1.000 EACH| 750.00000 750.00| 650.00000 650.00| 790.00000 790.00 PIPE END SECTION, 750 mm X 475 mm | | | (770x490) (Precast Concrete) | | | 0069 715-94533 8.000 EACH| 1150.00000 9200.00| 650.00000 5200.00| 835.00000 6680.00 ADJUST WATER SERVICE LINE,COMMERCIAL | | | 0070 715-94534 1.000 EACH| 500.00000 500.00| 265.00000 265.00| 835.00000 835.00 ADJUST WATER SERVICE LINE,RESIDENTIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1995838 |(2) 35-1878024 |(3) 35-1057095 |NFH, INC. |RAGLE, INC. |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 718-52610 308.800 m3 | 30.00000 9264.00| 33.00000 10190.40| 33.00000 10190.40 AGGREGATE FOR UNDERDRAINS | | | 0072 718-99153 2942.000 m2 | 1.50000 4413.00| 1.45000 4265.90| 1.65000 4854.30 GEOTEXTILES FOR UNDERDRAIN | | | 0073 719-35000 30.000 m | 75.00000 2250.00| 10.00000 300.00| 35.00000 1050.00 PIPE, DRAINTILE, CLASS STANDARD, 150 mm | | | 0074 719-35005 30.000 m | 85.00000 2550.00| 12.00000 360.00| 39.00000 1170.00 PIPE, DRAINTILE, CLASS STANDARD, 200 mm | | | 0075 719-35010 30.000 m | 90.00000 2700.00| 15.00000 450.00| 46.00000 1380.00 PIPE, DRAINTILE, CLASS STANDARD, 250 mm | | | 0076 720-04790 2.000 EACH| 1250.00000 2500.00| 1100.00000 2200.00| 1035.00000 2070.00 CASTING | | | 0077 720-44000 3.000 EACH| 450.00000 1350.00| 250.00000 750.00| 120.00000 360.00 CASTING, ADJUST TO GRADE | | | 0078 720-45030 8.000 EACH| 1050.00000 8400.00| 1125.00000 9000.00| 1200.00000 9600.00 INLET, E7 | | | 0079 720-45035 1.000 EACH| 1200.00000 1200.00| 1125.00000 1125.00| 1200.00000 1200.00 INLET, F7 | | | 0080 720-45045 4.000 EACH| 1600.00000 6400.00| 1500.00000 6000.00| 1575.00000 6300.00 INLET, J10 | | | 0081 720-45055 1.000 EACH| 1610.00000 1610.00| 1500.00000 1500.00| 1575.00000 1575.00 INLET, M10 | | | 0082 720-45250 9.000 EACH| 1500.00000 13500.00| 1700.00000 15300.00| 1680.00000 15120.00 CATCH BASIN, K10 | | | 0083 720-45410 5.000 EACH| 2325.00000 11625.00| 1600.00000 8000.00| 1550.00000 7750.00 MANHOLE, C4 | | | 0084 720-45415 3.000 EACH| 2100.00000 6300.00| 2500.00000 7500.00| 2420.00000 7260.00 MANHOLE, D4 | | | 0085 720-92492 2.000 EACH| 1100.00000 2200.00| 1960.00000 3920.00| 2080.00000 4160.00 MANHOLE, B | | | 0086 720-92493 4.000 EACH| 2100.00000 8400.00| 330.00000 1320.00| 700.00000 2800.00 MANHOLE, RECONSTRUCT | | | 0087 720-93411 1.000 EACH| 3500.00000 3500.00| 2200.00000 2200.00| 2130.00000 2130.00 INLET, C15, MODIFIED | | | 0088 720-93501 1.000 EACH| 2200.00000 2200.00| 3800.00000 3800.00| 3470.00000 3470.00 MANHOLE, L4 | | | 0089 720-94713 1.000 EACH| 2180.00000 2180.00| 2400.00000 2400.00| 2260.00000 2260.00 CATCH BASIN, C15, MODIFIED | | | 0090 720-95164 1.000 EACH| 2150.00000 2150.00| 2400.00000 2400.00| 2260.00000 2260.00 CATCH BASIN, B15, MODIFIED | | | 0091 720-98174 2.000 EACH| 1715.00000 3430.00| 2200.00000 4400.00| 2130.00000 4260.00 INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1995838 |(2) 35-1878024 |(3) 35-1057095 |NFH, INC. |RAGLE, INC. |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 720-98555 2.000 EACH| 1700.00000 3400.00| 2200.00000 4400.00| 2130.00000 4260.00 INLET, C15 | | | 0093 720-98687 5.000 EACH| 2150.00000 10750.00| 1600.00000 8000.00| 1680.00000 8400.00 CATCH BASIN, M10 | | | 0094 720-99416 7.000 EACH| 2150.00000 15050.00| 2200.00000 15400.00| 2260.00000 15820.00 CATCH BASIN, B15 | | | 0095 720-99417 2.000 EACH| 1000.00000 2000.00| 2200.00000 4400.00| 2260.00000 4520.00 CATCH BASIN, C15 | | | 0096 721-43020 1.000 EACH| 2200.00000 2200.00| 850.00000 850.00| 860.00000 860.00 AUTOMATIC DRAINAGE GATE, 600 mm | | | 0097 721-43040 1.000 EACH| 1000.00000 1000.00| 1700.00000 1700.00| 1900.00000 1900.00 AUTOMATIC DRAINAGE GATE, 1050 mm | | | 0098 801-01093 4.000 EACH| 1000.00000 4000.00| 650.00000 2600.00| 690.00000 2760.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0099 801-06203 2299.400 m | 0.52000 1195.69| 0.49000 1126.71| 0.50000 1149.70 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0100 801-06207 178.900 m | 4.00000 715.60| 3.50000 626.15| 3.35000 599.32 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0101 801-06605 13.000 EACH| 110.00000 1430.00| 100.00000 1300.00| 105.00000 1365.00 BARRICADE, IIIA | | | 0102 801-06640 15.000 EACH| 125.00000 1875.00| 100.00000 1500.00| 105.00000 1575.00 CONSTRUCTION SIGN, A | | | 0103 801-06710 240.000 DAY | 15.00000 3600.00| 12.50000 3000.00| 13.30000 3192.00 FLASHING ARROW SIGN | | | 0104 801-06775 LUMP| 50000.00000 50000.00| 10500.00000 10500.00| 36600.00000 36600.00 MAINTAINING TRAFFIC | | | 0105 802-02489 118.800 m | 25.00000 2970.00| 24.39000 2897.53| 26.00000 3088.80 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0106 802-76025 10.692 m2 | 219.00000 2341.55| 219.00000 2341.55| 230.00000 2459.16 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0107 802-76035 22.422 m2 | 184.00000 4125.65| 175.00000 3923.85| 185.00000 4148.07 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0108 805-01815 6.000 EACH| 1350.00000 8100.00| 1300.00000 7800.00| 1380.00000 8280.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0109 805-01842 10.000 EACH| 680.00000 6800.00| 650.00000 6500.00| 690.00000 6900.00 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1995838 |(2) 35-1878024 |(3) 35-1057095 |NFH, INC. |RAGLE, INC. |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 805-02087 LUMP| 600.00000 600.00| 580.00000 580.00| 620.00000 620.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0111 805-02595 2.000 EACH| 122.00000 244.00| 120.00000 240.00| 125.00000 250.00 CONTROLLER, RESET TIMING | | | 0112 805-06592 525.900 m | 31.00000 16302.90| 30.00000 15777.00| 32.00000 16828.80 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0113 805-78109 1.000 EACH| 8400.00000 8400.00| 7372.00000 7372.00| 7830.00000 7830.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0114 805-78205 9.000 EACH| 425.00000 3825.00| 400.00000 3600.00| 425.00000 3825.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0115 805-78215 6.000 EACH| 440.00000 2640.00| 415.00000 2490.00| 440.00000 2640.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0116 805-78230 1.000 EACH| 560.00000 560.00| 529.00000 529.00| 560.00000 560.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0117 805-78245 2.000 EACH| 1831.00000 3662.00| 1725.00000 3450.00| 1830.00000 3660.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | 0118 805-78255 2.000 EACH| 1831.00000 3662.00| 1725.00000 3450.00| 1830.00000 3660.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER | | | ARROW, GREEN ARROW | | | 0119 805-78412 1.000 EACH| 425.00000 425.00| 400.00000 400.00| 425.00000 425.00 SIGNAL PEDESTAL, 2.7 m | | | 0120 805-78415 5.000 EACH| 1435.00000 7175.00| 1350.00000 6750.00| 1435.00000 7175.00 SPAN, CATENARY, AND TETHER | | | 0121 805-78420 5.000 EACH| 245.00000 1225.00| 230.00000 1150.00| 245.00000 1225.00 DISCONNECT HANGER | | | 0122 805-78445 1.000 EACH| 465.00000 465.00| 440.00000 440.00| 465.00000 465.00 SIGNAL SERVICE | | | 0123 805-78467 10.000 m | 9.00000 90.00| 6.50000 65.00| 7.00000 70.00 SIGNAL CABLE, 3C 8GA. | | | 0124 805-78470 922.800 m | 1.50000 1384.20| 1.30000 1199.64| 1.40000 1291.92 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0125 805-78485 512.700 m | 2.95000 1512.47| 2.77000 1420.18| 3.00000 1538.10 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1995838 |(2) 35-1878024 |(3) 35-1057095 |NFH, INC. |RAGLE, INC. |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 805-78490 516.800 m | 3.40000 1757.12| 3.20000 1653.76| 3.40000 1757.12 SIGNAL CABLE, 7C 14GA. | | | 0127 805-78510 2989.200 m | 2.00000 5978.40| 2.00000 5978.40| 2.10000 6277.32 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0128 805-78784 8.000 EACH| 235.00000 1880.00| 220.00000 1760.00| 235.00000 1880.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0129 805-78785 8.000 EACH| 600.00000 4800.00| 572.00000 4576.00| 610.00000 4880.00 SIGNAL DETECTOR HOUSING | | | 0130 805-78795 318.400 m | 25.00000 7960.00| 23.00000 7323.20| 24.00000 7641.60 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0131 805-78900 1.000 EACH| 380.00000 380.00| 358.00000 358.00| 380.00000 380.00 PEDESTAL FOUNDATION, A | | | 0132 805-78925 1.000 EACH| 1000.00000 1000.00| 940.00000 940.00| 1000.00000 1000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0133 805-81032 6.000 EACH| 2550.00000 15300.00| 2460.00000 14760.00| 2600.00000 15600.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0134 805-94295 16.000 EACH| 125.00000 2000.00| 120.00000 1920.00| 125.00000 2000.00 SIGNAL HEAD, RELOCATE | | | 0135 805-97114 1034.000 m | 6.00000 6204.00| 5.80000 5997.20| 6.25000 6462.50 CABLE, INTERCONNECT, 6 PAIR 19 | | | 0136 808-04298 5.000 EACH| 310.00000 1550.00| 295.00000 1475.00| 315.00000 1575.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0137 808-06701 173.100 m | 0.90000 155.79| 0.86000 148.87| 1.00000 173.10 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0138 808-06703 1167.900 m | 0.90000 1051.11| 0.86000 1004.39| 1.00000 1167.90 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0139 808-06705 353.600 m | 1.85000 654.16| 1.78000 629.41| 1.90000 671.84 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0140 808-06716 465.800 m | 2.20000 1024.76| 2.10000 978.18| 2.25000 1048.05 LINE, REMOVE | | | 0141 808-75245 1648.000 m | 0.90000 1483.20| 0.86000 1417.28| 1.00000 1648.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0142 808-75260 137.100 m | 4.50000 616.95| 4.50000 616.95| 5.00000 685.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0143 808-75278 52.800 m | 4.75000 250.80| 4.50000 237.60| 5.00000 264.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1995838 |(2) 35-1878024 |(3) 35-1057095 |NFH, INC. |RAGLE, INC. |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 808-75297 122.900 m | 9.50000 1167.55| 9.00000 1106.10| 9.50000 1167.55 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0145 808-75320 20.000 EACH| 50.00000 1000.00| 50.00000 1000.00| 50.00000 1000.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0146 808-75325 13.000 EACH| 70.00000 910.00| 70.00000 910.00| 70.00000 910.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0147 808-75998 113.000 EACH| 31.00000 3503.00| 29.00000 3277.00| 30.00000 3390.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0148 808-92027 257.400 m | 1.85000 476.19| 1.78000 458.17| 2.00000 514.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 2,142,212.95| $ 2,146,887.42| $ 2,160,035.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,142,212.95| $ 2,146,887.42| $ 2,160,035.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 930.00000 11160.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 28000.00000 28000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 114000.00000 114000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.00000 40000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 129.700 m2 | 12.80000 1660.16| | PAVEMENT, REMOVE | | | 0006 202-02241 164.500 m | 11.00000 1809.50| | GUARDRAIL, REMOVE | | | 0007 202-02278 90.200 m | 6.00000 541.20| | CURB, CONCRETE, REMOVE | | | 0008 202-02279 988.000 m | 6.50000 6422.00| | CURB AND GUTTER, REMOVE | | | 0009 202-94810 2.000 EACH| 294.00000 588.00| | CURB TURNOUT, REMOVE | | | 0010 203-02000 4412.000 m3 | 12.00000 52944.00| | EXCAVATION, COMMON | | | 0011 203-02070 1702.300 m3 | 11.20000 19065.76| | BORROW | | | 0012 205-02229 105.000 m | 6.85000 719.25| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02232 60.000 m3 | 21.10000 1266.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 205-02234 3.000 EACH| 93.00000 279.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 8.000 EACH| 88.00000 704.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 49.000 EACH| 67.00000 3283.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 205-03371 10.000 m3 | 19.00000 190.00| | SEDIMENT REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 206-51220 140.400 m3 | 25.00000 3510.00| | EXCAVATION, WET | | | 0019 211-02060 2149.800 m3 | 21.00000 45145.80| | B BORROW FOR STRUCTURE BACKFILL | | | 0020 211-04120 2.000 EACH| 1990.00000 3980.00| | ACCESS HOLE | | | 0021 215-06458 3606.000 m3 | 8.30000 29929.80| | SUBGRADE, MODIFIED | | | 0022 303-04110 179.800 m3 | 36.00000 6472.80| | COARSE AGGREGATE FOR BEDDING, 5 | | | 0023 303-04869 345.500 m3 | 33.60000 11608.80| | COMPACTED AGGREGATE, O , 2 | | | 0024 303-98541 169.800 Mg | 22.00000 3735.60| | COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0025 305-05206 28.000 Mg | 98.00000 2744.00| | WIDENING WITH HMA | | | 0026 401-05437 6080.500 Mg | 36.50000 221938.25| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 1901.900 Mg | 41.50000 78928.85| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 864.500 Mg | 59.00000 51005.50| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05470 3553.000 Mg | 39.00000 138567.00| | HMA BASE C25.0 mm, MAINLINE | | | 0030 406-05520 13.700 Mg | 300.00000 4110.00| | ASPHALT FOR TACK COAT | | | 0031 501-03489 123.000 EACH| 0.80000 98.40| | TIE BAR, RETROFIT | | | 0032 605-06125 474.800 m | 46.00000 21840.80| | CURB, CONCRETE, MODIFIED | | | 0033 605-06140 1105.500 m | 46.00000 50853.00| | CURB AND GUTTER, CONCRETE , MODIFIED | | | 0034 605-06255 490.000 m2 | 55.00000 26950.00| | CENTER CURB, D, CONCRETE | | | 0035 605-94082 1.000 EACH| 770.00000 770.00| | CURB TURNOUT, CONCRETE | | | 0036 610-05527 497.500 Mg | 65.00000 32337.50| | HMA FOR APPROACHES | | | 0037 611-06497 6.000 EACH| 140.00000 840.00| | MAILBOX ASSEMBLY, SINGLE | | | 0038 611-95728 471.800 m2 | 59.00000 27836.20| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 615-06490 9.000 EACH| 100.00000 900.00| | RIGHT OF WAY MARKER | | | 0040 615-06505 3.000 EACH| 410.00000 1230.00| | MONUMENT, B | | | 0041 616-02320 514.600 m2 | 3.50000 1801.10| | GEOTEXTILES | | | 0042 616-06405 766.200 Mg | 25.00000 19155.00| | RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH| 680.00000 1360.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.400 Mg | 630.00000 252.00| | FERTILIZER | | | 0045 621-06554 78.000 kg | 9.50000 741.00| | SEED MIXTURE, U | | | 0046 621-06565 2.100 Mg | 580.00000 1218.00| | MULCHING MATERIAL | | | 0047 621-06567 30.100 kL | 1.00000 30.10| | WATER | | | 0048 621-06575 1686.500 m2 | 4.00000 6746.00| | SODDING, NURSERY | | | 0049 702-51863 27.000 EACH| 12.00000 324.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0050 703-51030 19456.000 kg | 0.80000 15564.80| | REINFORCING STEEL | | | 0051 703-97936 28.000 EACH| 21.00000 588.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0052 714-26718 470.000 m | 1175.00000 552250.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm (3.05x1.83 | | | Box Culvert) | | | 0053 715-01471 3.000 EACH| 636.00000 1908.00| | PIPE END SECTION, PRECAST CONCRETE, 375 | | | mm | | | 0054 715-01765 3.000 EACH| 630.00000 1890.00| | PIPE END SECTION, PRECAST CONCRETE, 300 | | | mm | | | 0055 715-05149 13.000 m | 155.00000 2015.00| | PIPE, TYPE 2, CIRCULAR, 300 mm (CSP) | | | 0056 715-05149 12.500 m | 219.00000 2737.50| | PIPE, TYPE 2, CIRCULAR, 300 mm (PVC) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 715-05241 31.700 m | 330.00000 10461.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.82 | | | m2 (1250x759 RCP) | | | 0058 715-05331 189.500 m | 237.00000 44911.50| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 (770mm x 490mm RCP) | | | 0059 715-05338 89.000 m | 250.00000 22250.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 (1150mm x 730mm RCP) | | | 0060 715-41045 217.700 m | 180.00000 39186.00| | PIPE, REINFORCED CONCRETE, 300 mm | | | 0061 715-41050 171.900 m | 187.00000 32145.30| | PIPE, REINFORCED CONCRETE, III, 375 mm | | | 0062 715-41055 124.900 m | 136.00000 16986.40| | PIPE, REINFORCED CONCRETE, III, 450 mm | | | 0063 715-41065 94.000 m | 192.00000 18048.00| | PIPE, REINFORCED CONCRETE, III, 600 mm | | | 0064 715-41075 0.500 m | 1100.00000 550.00| | PIPE, REINFORCED CONCRETE, III, 750 mm | | | 0065 715-41090 4.200 m | 840.00000 3528.00| | PIPE, REINFORCED CONCRETE, III, 1050 mm | | | 0066 715-44240 147.600 m3 | 540.00000 79704.00| | CONCRETE, A, STRUCTURES | | | 0067 715-44255 1471.000 m | 12.50000 18387.50| | PIPE, GROUP K, 150 mm | | | 0068 715-46070 1.000 EACH| 1100.00000 1100.00| | PIPE END SECTION, 750 mm X 475 mm | | | (770x490) (Precast Concrete) | | | 0069 715-94533 8.000 EACH| 940.00000 7520.00| | ADJUST WATER SERVICE LINE,COMMERCIAL | | | 0070 715-94534 1.000 EACH| 780.00000 780.00| | ADJUST WATER SERVICE LINE,RESIDENTIAL | | | 0071 718-52610 308.800 m3 | 42.30000 13062.24| | AGGREGATE FOR UNDERDRAINS | | | 0072 718-99153 2942.000 m2 | 2.40000 7060.80| | GEOTEXTILES FOR UNDERDRAIN | | | 0073 719-35000 30.000 m | 25.00000 750.00| | PIPE, DRAINTILE, CLASS STANDARD, 150 mm | | | 0074 719-35005 30.000 m | 30.00000 900.00| | PIPE, DRAINTILE, CLASS STANDARD, 200 mm | | | 0075 719-35010 30.000 m | 32.00000 960.00| | PIPE, DRAINTILE, CLASS STANDARD, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 720-04790 2.000 EACH| 1370.00000 2740.00| | CASTING | | | 0077 720-44000 3.000 EACH| 500.00000 1500.00| | CASTING, ADJUST TO GRADE | | | 0078 720-45030 8.000 EACH| 1230.00000 9840.00| | INLET, E7 | | | 0079 720-45035 1.000 EACH| 1320.00000 1320.00| | INLET, F7 | | | 0080 720-45045 4.000 EACH| 1520.00000 6080.00| | INLET, J10 | | | 0081 720-45055 1.000 EACH| 1570.00000 1570.00| | INLET, M10 | | | 0082 720-45250 9.000 EACH| 1750.00000 15750.00| | CATCH BASIN, K10 | | | 0083 720-45410 5.000 EACH| 1750.00000 8750.00| | MANHOLE, C4 | | | 0084 720-45415 3.000 EACH| 2600.00000 7800.00| | MANHOLE, D4 | | | 0085 720-92492 2.000 EACH| 2000.00000 4000.00| | MANHOLE, B | | | 0086 720-92493 4.000 EACH| 660.00000 2640.00| | MANHOLE, RECONSTRUCT | | | 0087 720-93411 1.000 EACH| 2600.00000 2600.00| | INLET, C15, MODIFIED | | | 0088 720-93501 1.000 EACH| 7750.00000 7750.00| | MANHOLE, L4 | | | 0089 720-94713 1.000 EACH| 2700.00000 2700.00| | CATCH BASIN, C15, MODIFIED | | | 0090 720-95164 1.000 EACH| 2700.00000 2700.00| | CATCH BASIN, B15, MODIFIED | | | 0091 720-98174 2.000 EACH| 2550.00000 5100.00| | INLET, B15 | | | 0092 720-98555 2.000 EACH| 2650.00000 5300.00| | INLET, C15 | | | 0093 720-98687 5.000 EACH| 2120.00000 10600.00| | CATCH BASIN, M10 | | | 0094 720-99416 7.000 EACH| 2700.00000 18900.00| | CATCH BASIN, B15 | | | 0095 720-99417 2.000 EACH| 2700.00000 5400.00| | CATCH BASIN, C15 | | | 0096 721-43020 1.000 EACH| 1120.00000 1120.00| | AUTOMATIC DRAINAGE GATE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 721-43040 1.000 EACH| 2560.00000 2560.00| | AUTOMATIC DRAINAGE GATE, 1050 mm | | | 0098 801-01093 4.000 EACH| 1133.00000 4532.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0099 801-06203 2299.400 m | 1.00000 2299.40| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0100 801-06207 178.900 m | 5.00000 894.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0101 801-06605 13.000 EACH| 231.75000 3012.75| | BARRICADE, IIIA | | | 0102 801-06640 15.000 EACH| 123.60000 1854.00| | CONSTRUCTION SIGN, A | | | 0103 801-06710 240.000 DAY | 20.60000 4944.00| | FLASHING ARROW SIGN | | | 0104 801-06775 LUMP| 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0105 802-02489 118.800 m | 25.00000 2970.00| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0106 802-76025 10.692 m2 | 225.00000 2405.70| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0107 802-76035 22.422 m2 | 180.00000 4035.96| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0108 805-01815 6.000 EACH| 1340.00000 8040.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0109 805-01842 10.000 EACH| 670.00000 6700.00| | HANDHOLE, SIGNAL | | | 0110 805-02087 LUMP| 1750.00000 1750.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0111 805-02595 2.000 EACH| 125.00000 250.00| | CONTROLLER, RESET TIMING | | | 0112 805-06592 525.900 m | 31.00000 16302.90| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0113 805-78109 1.000 EACH| 8200.00000 8200.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 805-78205 9.000 EACH| 412.00000 3708.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0115 805-78215 6.000 EACH| 430.00000 2580.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0116 805-78230 1.000 EACH| 550.00000 550.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0117 805-78245 2.000 EACH| 1800.00000 3600.00| | TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | 0118 805-78255 2.000 EACH| 1800.00000 3600.00| | TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER | | | ARROW, GREEN ARROW | | | 0119 805-78412 1.000 EACH| 412.00000 412.00| | SIGNAL PEDESTAL, 2.7 m | | | 0120 805-78415 5.000 EACH| 1400.00000 7000.00| | SPAN, CATENARY, AND TETHER | | | 0121 805-78420 5.000 EACH| 240.00000 1200.00| | DISCONNECT HANGER | | | 0122 805-78445 1.000 EACH| 450.00000 450.00| | SIGNAL SERVICE | | | 0123 805-78467 10.000 m | 7.00000 70.00| | SIGNAL CABLE, 3C 8GA. | | | 0124 805-78470 922.800 m | 1.50000 1384.20| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0125 805-78485 512.700 m | 3.00000 1538.10| | SIGNAL CABLE, 5C 14GA. | | | 0126 805-78490 516.800 m | 3.30000 1705.44| | SIGNAL CABLE, 7C 14GA. | | | 0127 805-78510 2989.200 m | 2.00000 5978.40| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0128 805-78784 8.000 EACH| 225.00000 1800.00| | LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0129 805-78785 8.000 EACH| 600.00000 4800.00| | SIGNAL DETECTOR HOUSING | | | 0130 805-78795 318.400 m | 24.00000 7641.60| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 805-78900 1.000 EACH| 375.00000 375.00| | PEDESTAL FOUNDATION, A | | | 0132 805-78925 1.000 EACH| 1000.00000 1000.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0133 805-81032 6.000 EACH| 2500.00000 15000.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0134 805-94295 16.000 EACH| 125.00000 2000.00| | SIGNAL HEAD, RELOCATE | | | 0135 805-97114 1034.000 m | 6.00000 6204.00| | CABLE, INTERCONNECT, 6 PAIR 19 | | | 0136 808-04298 5.000 EACH| 400.00000 2000.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0137 808-06701 173.100 m | 1.30000 225.03| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0138 808-06703 1167.900 m | 1.30000 1518.27| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0139 808-06705 353.600 m | 3.00000 1060.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0140 808-06716 465.800 m | 3.00000 1397.40| | LINE, REMOVE | | | 0141 808-75245 1648.000 m | 1.30000 2142.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0142 808-75260 137.100 m | 7.00000 959.70| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0143 808-75278 52.800 m | 7.00000 369.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0144 808-75297 122.900 m | 13.50000 1659.15| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0145 808-75320 20.000 EACH| 60.00000 1200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0146 808-75325 13.000 EACH| 70.00000 910.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 186 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,207,053.14 ROUTE : SR 62 CALL ORDER : 186 CONTRACT ID : R -24735-B COUNTIES : VANDERBURGH LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0147 808-75998 113.000 EACH| 30.60000 3457.80| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0148 808-92027 257.400 m | 3.00000 772.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 2,285,015.71| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,285,015.71| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 3 CALL ORDER : 190 CONTRACT ID : R -24737-A COUNTIES : ALLEN LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 6,195,118.61 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 6,594,061.28 106.4396% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,801.50 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24752-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0001054 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 607,785.08 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 753,126.15 123.9132% 3 35-1561256 KASER-SPRAKER CONSTRUCTION $ 791,526.15 130.2312% 4 35-0997978 PHEND & BROWN, INC. $ 836,872.90 137.6922% 5 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 1,068,299.67 175.7693% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1561256 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-06790 5.000 MOS | 1750.00000 8750.00| 1500.00000 7500.00| 2250.00000 11250.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 22500.00000 22500.00| 40000.00000 40000.00| 16900.00000 16900.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13100.00000 13100.00| 37850.00000 37850.00| 39500.00000 39500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 21800.00000 21800.00| 30000.00000 30000.00| 23500.00000 23500.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 61.000 m | 38.00000 2318.00| 20.00000 1220.00| 16.00000 976.00 CURB, CONCRETE, REMOVE | | | 0006 203-02080 6.100 km | 13815.00000 84271.50| 18500.00000 112850.00| 22700.00000 138470.00 LINEAR GRADING | | | 0007 211-02060 55.000 m3 | 38.00000 2090.00| 8.30000 456.50| 55.00000 3025.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-52308 2649.000 Mg | 11.40000 30198.60| 12.00000 31788.00| 40.00000 105960.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 402-05474 1063.000 Mg | 36.45000 38746.35| 40.00000 42520.00| 43.00000 45709.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0010 402-05477 531.000 Mg | 43.90000 23310.90| 54.00000 28674.00| 53.00000 28143.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0011 601-02621 15.200 m | 80.00000 1216.00| 80.00000 1216.00| 88.00000 1337.60 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED RAIL AND FLAIRED END SECTION | | | 0012 603-01984 2.000 EACH| 1409.00000 2818.00| 1700.00000 3400.00| 1400.00000 2800.00 BICYCLE GATE | | | 0013 603-03398 117.000 m | 16.50000 1930.50| 16.50000 1930.50| 20.00000 2340.00 FENCE, RELOCATE - SPLIT RAIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,801.50 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24752-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1561256 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 603-03829 455.000 m | 21.50000 9782.50| 21.50000 9782.50| 24.00000 10920.00 FENCE - SPLIT RAIL, CEDAR, 2 LINE | | | 0015 604-01527 550.000 m2 | 99.00000 54450.00| 63.00000 34650.00| 92.50000 50875.00 PAVERS, BRICK - INLAY | | | 0016 604-01920 185.000 m2 | 80.00000 14800.00| 50.00000 9250.00| 81.00000 14985.00 CONCRETE PAVERS FOR NODES | | | 0017 604-06069 745.000 m2 | 37.50000 27937.50| 49.00000 36505.00| 31.00000 23095.00 CURB RAMP, CONCRETE | | | 0018 604-90256 111.000 m2 | 38.00000 4218.00| 60.00000 6660.00| 37.00000 4107.00 SIDEWALK, CONCRETE, 150 mm | | | 0019 604-91531 3225.000 m2 | 25.00000 80625.00| 40.00000 129000.00| 27.00000 87075.00 SIDEWALK, CONCRETE, 100 mm | | | 0020 605-06120 26.000 m | 72.00000 1872.00| 80.00000 2080.00| 90.00000 2340.00 CURB, CONCRETE | | | 0021 605-06125 160.000 m | 30.00000 4800.00| 51.00000 8160.00| 30.00000 4800.00 CURB, CONCRETE, MODIFIED - ENTRY NODE | | | 0022 605-06125 50.000 m | 30.00000 1500.00| 52.00000 2600.00| 28.00000 1400.00 CURB, CONCRETE, MODIFIED - NODES A & B | | | 0023 605-06125 954.000 m | 38.00000 36252.00| 27.00000 25758.00| 45.00000 42930.00 CURB, CONCRETE, MODIFIED - U.S. 6 | | | 0024 611-03671 2.000 EACH| 1240.00000 2480.00| 1300.00000 2600.00| 1100.00000 2200.00 TRASH RECEPTACLE | | | 0025 611-94923 86.000 m2 | 50.00000 4300.00| 50.00000 4300.00| 60.00000 5160.00 CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | - 150 mm | | | 0026 616-02305 23.000 m3 | 176.76000 4065.48| 350.00000 8050.00| 200.00000 4600.00 GABIONS | | | 0027 621-06559 5500.000 m2 | 0.73000 4015.00| 0.73000 4015.00| 0.85000 4675.00 MULCHED SEEDING, R | | | 0028 621-06570 50.000 m3 | 28.00000 1400.00| 21.00000 1050.00| 42.00000 2100.00 TOP SOIL | | | 0029 621-06574 2550.000 m2 | 3.70000 9435.00| 3.70000 9435.00| 4.25000 10837.50 SODDING | | | 0030 621-98038 8.700 m3 | 75.00000 652.50| 75.00000 652.50| 83.00000 722.10 MULCH, HARDWOOD SHREDDED BARK | | | 0031 622-05615 24.000 EACH| 105.00000 2520.00| 105.00000 2520.00| 120.00000 2880.00 PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 375 TO 450 mm - GREEN | | | VELVET BOXWOOD (Buxus X. "GREEN | | | 0032 622-05622 26.000 EACH| 73.50000 1911.00| 73.50000 1911.00| 84.00000 2184.00 PLANT, BROADLEAF EVERGREEN, SPREADING, | | | SEMISPREADING, OVER 750 mm - SEBIAN YEW | | | ("TAXUS X. MEDIAN "SEBIAN") | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,801.50 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24752-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1561256 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 622-05640 35.000 EACH| 40.00000 1400.00| 40.00000 1400.00| 46.00000 1610.00 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm - LITTLE PRINCESS SPIREA (SPIREA J. | | | "LIT | | | 0034 622-05647 3.000 EACH| 355.00000 1065.00| 355.00000 1065.00| 408.00000 1224.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 3000 mm - HERITAGE RIVER BIRCH (BETULA | | | N. "CULLY | | | 0035 622-05652 31.000 EACH| 460.00000 14260.00| 460.00000 14260.00| 506.00000 15686.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm - WHITE FLOWERING DOGWOOD | | | (CORNUS FLORID | | | 0036 622-05654 64.000 EACH| 26.00000 1664.00| 26.00000 1664.00| 30.00000 1920.00 PLANT, PERENNIAL - COMMON HOSTA | | | 0037 702-01724 1.150 m3 | 500.00000 575.00| 500.00000 575.00| 535.00000 615.25 CONCRETE, C, FOOTINGS PIPE RAILING | | | FOOTING | | | 0038 703-51030 1345.000 kg | 7.43000 9993.35| 1.50000 2017.50| 1.00000 1345.00 REINFORCING STEEL | | | 0039 706-91664 46.800 m | 225.00000 10530.00| 225.00000 10530.00| 240.00000 11232.00 PIPE RAILING | | | 0040 711-05101 45.000 m | 28.50000 1282.50| 28.50000 1282.50| 30.00000 1350.00 EDGING , ALUMINUM | | | 0041 712-03812 2.000 EACH| 1340.00000 2680.00| 1400.00000 2800.00| 1450.00000 2900.00 BENCH | | | 0042 715-05574 21.500 m | 66.50000 1429.75| 115.00000 2472.50| 84.00000 1806.00 PIPE, 300 mm | | | 0043 715-05577 12.000 m | 108.00000 1296.00| 95.00000 1140.00| 117.00000 1404.00 PIPE, 600 mm | | | 0044 715-46000 8.000 EACH| 160.00000 1280.00| 159.00000 1272.00| 128.00000 1024.00 PIPE END SECTION, 300 mm | | | 0045 715-46020 6.000 EACH| 247.00000 1482.00| 255.00000 1530.00| 230.00000 1380.00 PIPE END SECTION, 600 mm | | | 0046 715-94530 16.000 EACH| 117.00000 1872.00| 154.00000 2464.00| 258.00000 4128.00 ADJUST WATER VALVE TO GRADE | | | 0047 720-44000 10.000 EACH| 215.00000 2150.00| 240.00000 2400.00| 465.00000 4650.00 CASTING, ADJUST TO GRADE | | | 0048 720-44045 1.000 EACH| 670.00000 670.00| 500.00000 500.00| 1100.00000 1100.00 CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0049 732-03942 4.000 EACH| 3250.00000 13000.00| 2500.00000 10000.00| 4000.00000 16000.00 HYDRANT REPLACEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,801.50 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24752-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1561256 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 801-06775 LUMP| 9720.00000 9720.00| 46000.00000 46000.00| 11400.00000 11400.00 MAINTAINING TRAFFIC | | | 0051 802-74046 26.000 EACH| 74.50000 1937.00| 74.50000 1937.00| 85.00000 2210.00 SIGN ASSEMBLY, U CHANNEL POSTS, RELOCATE| | | 0052 802-76015 26.500 m2 | 151.00000 4001.50| 151.00000 4001.50| 170.00000 4505.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0053 802-76055 157.500 m | 15.60000 2457.00| 15.60000 2457.00| 18.00000 2835.00 SIGN POST, A | | | 0054 808-06703 605.000 m | 1.19000 719.95| 1.19000 719.95| 1.30000 786.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0055 808-75215 88.000 m | 4.70000 413.60| 4.70000 413.60| 5.20000 457.60 LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm , STOP BAR | | | 0056 808-75300 484.000 m | 2.15000 1040.60| 2.15000 1040.60| 2.40000 1161.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0057 621-01004 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 607,785.08| $ 753,126.15| $ 791,526.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 607,785.08| $ 753,126.15| $ 791,526.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,801.50 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24752-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-1690004 | |PHEND & BROWN, INC. |NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-06790 5.000 MOS | 1600.00000 8000.00| 1650.00000 8250.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9700.00000 9700.00| 48500.00000 48500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 50015.00000 50015.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 24000.00000 24000.00| 139220.00000 139220.00| CLEARING RIGHT OF WAY | | | 0005 202-02278 61.000 m | 65.00000 3965.00| 56.55000 3449.55| CURB, CONCRETE, REMOVE | | | 0006 203-02080 6.100 km | 31675.00000 193217.50| 28372.00000 173069.20| LINEAR GRADING | | | 0007 211-02060 55.000 m3 | 13.00000 715.00| 62.80000 3454.00| B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-52308 2649.000 Mg | 40.00000 105960.00| 30.40000 80529.60| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 402-05474 1063.000 Mg | 45.00000 47835.00| 34.00000 36142.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0010 402-05477 531.000 Mg | 55.00000 29205.00| 44.00000 23364.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0011 601-02621 15.200 m | 80.00000 1216.00| 80.00000 1216.00| GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED RAIL AND FLAIRED END SECTION | | | 0012 603-01984 2.000 EACH| 1400.00000 2800.00| 1170.00000 2340.00| BICYCLE GATE | | | 0013 603-03398 117.000 m | 16.50000 1930.50| 16.50000 1930.50| FENCE, RELOCATE - SPLIT RAIL | | | 0014 603-03829 455.000 m | 21.50000 9782.50| 21.50000 9782.50| FENCE - SPLIT RAIL, CEDAR, 2 LINE | | | 0015 604-01527 550.000 m2 | 65.00000 35750.00| 90.15000 49582.50| PAVERS, BRICK - INLAY | | | 0016 604-01920 185.000 m2 | 68.00000 12580.00| 62.80000 11618.00| CONCRETE PAVERS FOR NODES | | | 0017 604-06069 745.000 m2 | 40.00000 29800.00| 86.05000 64107.25| CURB RAMP, CONCRETE | | | 0018 604-90256 111.000 m2 | 40.00000 4440.00| 49.00000 5439.00| SIDEWALK, CONCRETE, 150 mm | | | 0019 604-91531 3225.000 m2 | 24.00000 77400.00| 31.79000 102522.75| SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,801.50 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24752-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-1690004 | |PHEND & BROWN, INC. |NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 605-06120 26.000 m | 60.00000 1560.00| 60.45000 1571.70| CURB, CONCRETE | | | 0021 605-06125 160.000 m | 68.00000 10880.00| 41.85000 6696.00| CURB, CONCRETE, MODIFIED - ENTRY NODE | | | 0022 605-06125 50.000 m | 65.00000 3250.00| 59.40000 2970.00| CURB, CONCRETE, MODIFIED - NODES A & B | | | 0023 605-06125 954.000 m | 55.00000 52470.00| 70.15000 66923.10| CURB, CONCRETE, MODIFIED - U.S. 6 | | | 0024 611-03671 2.000 EACH| 1335.00000 2670.00| 850.00000 1700.00| TRASH RECEPTACLE | | | 0025 611-94923 86.000 m2 | 40.00000 3440.00| 57.36000 4932.96| CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | - 150 mm | | | 0026 616-02305 23.000 m3 | 350.00000 8050.00| 565.00000 12995.00| GABIONS | | | 0027 621-06559 5500.000 m2 | 0.73000 4015.00| 0.73000 4015.00| MULCHED SEEDING, R | | | 0028 621-06570 50.000 m3 | 70.00000 3500.00| 60.00000 3000.00| TOP SOIL | | | 0029 621-06574 2550.000 m2 | 3.70000 9435.00| 4.40000 11220.00| SODDING | | | 0030 621-98038 8.700 m3 | 75.00000 652.50| 75.00000 652.50| MULCH, HARDWOOD SHREDDED BARK | | | 0031 622-05615 24.000 EACH| 105.00000 2520.00| 105.00000 2520.00| PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 375 TO 450 mm - GREEN | | | VELVET BOXWOOD (Buxus X. "GREEN | | | 0032 622-05622 26.000 EACH| 73.50000 1911.00| 73.50000 1911.00| PLANT, BROADLEAF EVERGREEN, SPREADING, | | | SEMISPREADING, OVER 750 mm - SEBIAN YEW | | | ("TAXUS X. MEDIAN "SEBIAN") | | | 0033 622-05640 35.000 EACH| 40.00000 1400.00| 40.00000 1400.00| PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm - LITTLE PRINCESS SPIREA (SPIREA J. | | | "LIT | | | 0034 622-05647 3.000 EACH| 355.00000 1065.00| 355.00000 1065.00| PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 3000 mm - HERITAGE RIVER BIRCH (BETULA | | | N. "CULLY | | | 0035 622-05652 31.000 EACH| 460.00000 14260.00| 460.00000 14260.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm - WHITE FLOWERING DOGWOOD | | | (CORNUS FLORID | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,801.50 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24752-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-1690004 | |PHEND & BROWN, INC. |NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 622-05654 64.000 EACH| 26.00000 1664.00| 26.00000 1664.00| PLANT, PERENNIAL - COMMON HOSTA | | | 0037 702-01724 1.150 m3 | 525.00000 603.75| 565.00000 649.75| CONCRETE, C, FOOTINGS PIPE RAILING | | | FOOTING | | | 0038 703-51030 1345.000 kg | 1.00000 1345.00| 1.87000 2515.15| REINFORCING STEEL | | | 0039 706-91664 46.800 m | 236.00000 11044.80| 160.35000 7504.38| PIPE RAILING | | | 0040 711-05101 45.000 m | 28.50000 1282.50| 28.50000 1282.50| EDGING , ALUMINUM | | | 0041 712-03812 2.000 EACH| 1585.00000 3170.00| 1310.00000 2620.00| BENCH | | | 0042 715-05574 21.500 m | 65.00000 1397.50| 119.20000 2562.80| PIPE, 300 mm | | | 0043 715-05577 12.000 m | 105.00000 1260.00| 93.50000 1122.00| PIPE, 600 mm | | | 0044 715-46000 8.000 EACH| 150.00000 1200.00| 206.00000 1648.00| PIPE END SECTION, 300 mm | | | 0045 715-46020 6.000 EACH| 430.00000 2580.00| 280.00000 1680.00| PIPE END SECTION, 600 mm | | | 0046 715-94530 16.000 EACH| 150.00000 2400.00| 87.00000 1392.00| ADJUST WATER VALVE TO GRADE | | | 0047 720-44000 10.000 EACH| 200.00000 2000.00| 285.00000 2850.00| CASTING, ADJUST TO GRADE | | | 0048 720-44045 1.000 EACH| 473.00000 473.00| 595.00000 595.00| CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0049 732-03942 4.000 EACH| 2000.00000 8000.00| 3300.00000 13200.00| HYDRANT REPLACEMENT | | | 0050 801-06775 LUMP| 30000.00000 30000.00| 63007.33000 63007.33| MAINTAINING TRAFFIC | | | 0051 802-74046 26.000 EACH| 75.00000 1950.00| 85.00000 2210.00| SIGN ASSEMBLY, U CHANNEL POSTS, RELOCATE| | | 0052 802-76015 26.500 m2 | 79.50000 2106.75| 151.00000 4001.50| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0053 802-76055 157.500 m | 9.18000 1445.85| 15.60000 2457.00| SIGN POST, A | | | 0054 808-06703 605.000 m | 1.75000 1058.75| 1.19000 719.95| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0055 808-75215 88.000 m | 5.75000 506.00| 4.70000 413.60| LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm , STOP BAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,801.50 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24752-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-1690004 | |PHEND & BROWN, INC. |NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 808-75300 484.000 m | 2.50000 1210.00| 2.15000 1040.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0057 621-01004 1.000 EACH| 800.00000 800.00| 800.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 836,872.90| $ 1,068,299.67| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 836,872.90| $ 1,068,299.67| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 40 CALL ORDER : 210 CONTRACT ID : R -24785-A COUNTIES : WAYNE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 718,783.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,591,292.01 ROUTE : 700W CALL ORDER : 230 CONTRACT ID : R -24848-A COUNTIES : RUSH LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6770002 9970011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS $ 2,215,675.44 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,249,700.46 101.5356% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,317,417.81 104.5919% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 2,356,437.45 106.3530% 5 35-1385672 FORCE CONSTRUCTION $ 2,626,636.64 118.5478% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1917625 |(3) 35-0918397 |FOX CONTRACTORS |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-01925 10.000 MOS | 1100.00000 11000.00| 1500.00000 15000.00| 1900.00000 19000.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 105000.00000 105000.00| 110000.00000 110000.00| 71000.00000 71000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 42000.00000 42000.00| 42500.00000 42500.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0004 202-02241 20.000 m | 29.00000 580.00| 42.50000 850.00| 37.00000 740.00 GUARDRAIL, REMOVE | | | 0005 202-60820 437.000 m2 | 4.10000 1791.70| 5.00000 2185.00| 7.50000 3277.50 SURFACE MILLING, ASPHALT | | | 0006 203-02000 7587.000 m3 | 7.20000 54626.40| 10.50000 79663.50| 16.00000 121392.00 EXCAVATION, COMMON | | | 0007 203-02070 18344.000 m3 | 7.60000 139414.40| 7.00000 128408.00| 8.30000 152255.20 BORROW | | | 0008 203-03385 1265.000 Mg | 44.40000 56166.00| 45.75000 57873.75| 44.00000 55660.00 LIME | | | 0009 205-02231 658.000 m | 43.70000 28754.60| 28.00000 18424.00| 51.00000 33558.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 205-02234 17.000 EACH| 50.90000 865.30| 52.50000 892.50| 53.00000 901.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-03371 40.000 m3 | 9.70000 388.00| 22.00000 880.00| 21.00000 840.00 SEDIMENT REMOVE | | | 0012 205-04931 1.000 EACH| 2900.00000 2900.00| 900.00000 900.00| 2200.00000 2200.00 SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,591,292.01 ROUTE : 700W CALL ORDER : 230 CONTRACT ID : R -24848-A COUNTIES : RUSH LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1917625 |(3) 35-0918397 |FOX CONTRACTORS |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 207-97066 22.000 Mg | 213.00000 4686.00| 210.00000 4620.00| 420.00000 9240.00 ASPHALT CURING SEAL | | | 0014 211-02060 258.100 m3 | 31.70000 8181.77| 24.00000 6194.40| 28.00000 7226.80 B BORROW FOR STRUCTURE BACKFILL | | | 0015 215-06458 21560.000 m3 | 4.58000 98744.80| 4.50000 97020.00| 4.50000 97020.00 SUBGRADE, MODIFIED | | | 0016 303-04075 36.000 Mg | 22.47000 808.92| 25.00000 900.00| 21.00000 756.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0017 303-09119 7.200 Mg | 26.76000 192.67| 45.00000 324.00| 71.00000 511.20 COMPACTED AGGREGATE FOR BASE, 0, 2 | | | 0018 303-52308 1633.000 Mg | 15.15000 24739.95| 20.00000 32660.00| 13.00000 21229.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 303-52309 11824.000 Mg | 11.76000 139050.24| 14.00000 165536.00| 14.00000 165536.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0020 303-60012 2133.000 Mg | 13.10000 27942.30| 12.00000 25596.00| 11.00000 23463.00 AGGREGATE, 2 | | | 0021 303-60900 7.200 Mg | 21.44000 154.37| 45.00000 324.00| 73.00000 525.60 COMPACTED AGGREGATE FOR BASE, 0 NO. 8 | | | 0022 305-05206 18.000 Mg | 81.45000 1466.10| 100.00000 1800.00| 180.00000 3240.00 WIDENING WITH HMA | | | 0023 401-05437 12893.000 Mg | 32.84000 423406.12| 32.25000 415799.25| 35.00000 451255.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 3836.000 Mg | 33.34000 127892.24| 32.75000 125629.00| 44.00000 168784.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 2714.000 Mg | 40.72000 110514.08| 40.00000 108560.00| 45.00000 122130.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05470 6490.000 Mg | 34.10000 221309.00| 33.50000 217415.00| 33.00000 214170.00 HMA BASE C25.0 mm, MAINLINE | | | 0027 404-05514 13586.000 m2 | 1.68000 22824.48| 1.65000 22416.90| 1.70000 23096.20 SEAL COAT, 5 | | | 0028 405-05517 0.100 Mg | 815.00000 81.50| 800.00000 80.00| 800.00000 80.00 ASPHALT FOR PRIME COAT | | | 0029 406-05520 42.000 Mg | 168.00000 7056.00| 165.00000 6930.00| 200.00000 8400.00 ASPHALT FOR TACK COAT | | | 0030 501-02400 LUMP| 6110.00000 6110.00| 6000.00000 6000.00| 3000.00000 3000.00 PROFILOGRAPH | | | 0031 601-02621 15.240 m | 302.00000 4602.48| 90.30000 1376.17| 90.00000 1371.60 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED | | | 0032 601-06037 4.000 EACH| 662.00000 2648.00| 660.00000 2640.00| 660.00000 2640.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,591,292.01 ROUTE : 700W CALL ORDER : 230 CONTRACT ID : R -24848-A COUNTIES : RUSH LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1917625 |(3) 35-0918397 |FOX CONTRACTORS |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99105 121.920 m | 42.25000 5151.12| 35.00000 4267.20| 35.00000 4267.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 603-04550 2.000 EACH| 1069.00000 2138.00| 1000.00000 2000.00| 1000.00000 2000.00 FENCE GATE, FARM FIELD, 1190 mm X 7.9 m | | | 0035 603-06040 2336.000 m | 14.75000 34456.00| 12.00000 28032.00| 12.00000 28032.00 FENCE, FARM FIELD, 1190 mm | | | 0036 610-05527 842.000 Mg | 71.25000 59992.50| 70.00000 58940.00| 63.00000 53046.00 HMA FOR APPROACHES | | | 0037 611-06497 9.000 EACH| 132.00000 1188.00| 150.00000 1350.00| 150.00000 1350.00 MAILBOX ASSEMBLY, SINGLE | | | 0038 615-06490 62.000 EACH| 112.00000 6944.00| 100.00000 6200.00| 100.00000 6200.00 RIGHT OF WAY MARKER | | | 0039 615-06505 4.000 EACH| 458.00000 1832.00| 350.00000 1400.00| 350.00000 1400.00 MONUMENT, B | | | 0040 615-06527 7.000 EACH| 201.00000 1407.00| 250.00000 1750.00| 250.00000 1750.00 MONUMENT, SECTION CORNER | | | 0041 616-02320 578.400 m2 | 1.80000 1041.12| 2.75000 1590.60| 3.00000 1735.20 GEOTEXTILES | | | 0042 616-06405 256.000 Mg | 22.35000 5721.60| 23.00000 5888.00| 25.00000 6400.00 RIPRAP, REVETMENT | | | 0043 621-06545 3.200 Mg | 600.00000 1920.00| 620.00000 1984.00| 620.00000 1984.00 FERTILIZER | | | 0044 621-06553 667.000 kg | 8.05000 5369.35| 8.30000 5536.10| 8.30000 5536.10 SEED MIXTURE, R | | | 0045 621-06565 15.800 Mg | 471.00000 7441.80| 475.00000 7505.00| 480.00000 7584.00 MULCHING MATERIAL | | | 0046 621-06567 126.100 kL | 1.00000 126.10| 1.05000 132.41| 1.10000 138.71 WATER | | | 0047 621-06574 298.000 m2 | 3.05000 908.90| 3.15000 938.70| 3.10000 923.80 SODDING | | | 0048 621-06575 7004.000 m2 | 3.05000 21362.20| 3.15000 22062.60| 3.10000 21712.40 SODDING, NURSERY | | | 0049 702-90915 10.400 m3 | 455.00000 4732.00| 400.00000 4160.00| 490.00000 5096.00 CONCRETE, A | | | 0050 703-51030 2270.000 kg | 2.60000 5902.00| 3.25000 7377.50| 2.80000 6356.00 REINFORCING STEEL | | | 0051 714-26723 32.800 m | 2215.00000 72652.00| 2000.00000 65600.00| 2200.00000 72160.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 3000 mm | | | 0052 715-05048 9220.000 m | 6.90000 63618.00| 6.50000 59930.00| 6.50000 59930.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,591,292.01 ROUTE : 700W CALL ORDER : 230 CONTRACT ID : R -24848-A COUNTIES : RUSH LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1917625 |(3) 35-0918397 |FOX CONTRACTORS |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05049 30.000 m | 7.80000 234.00| 54.25000 1627.50| 29.00000 870.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0054 715-05051 30.000 m | 10.00000 300.00| 58.00000 1740.00| 33.00000 990.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0055 715-05115 30.000 m | 37.00000 1110.00| 54.25000 1627.50| 37.00000 1110.00 PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0056 715-05116 30.000 m | 38.00000 1140.00| 57.00000 1710.00| 42.00000 1260.00 PIPE, TYPE 1, CIRCULAR, 200 mm | | | 0057 715-05117 30.000 m | 47.50000 1425.00| 59.00000 1770.00| 46.00000 1380.00 PIPE, TYPE 1, CIRCULAR, 250 mm | | | 0058 715-05119 96.500 m | 66.95000 6460.68| 87.00000 8395.50| 73.00000 7044.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0059 715-05121 16.500 m | 81.80000 1349.70| 90.00000 1485.00| 78.00000 1287.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0060 715-05169 74.000 m | 60.35000 4465.90| 87.00000 6438.00| 70.00000 5180.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05203 30.000 m | 8.00000 240.00| 55.00000 1650.00| 28.00000 840.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0062 715-05233 15.000 m | 200.00000 3000.00| 200.00000 3000.00| 110.00000 1650.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0063 715-06471 2.000 EACH| 542.00000 1084.00| 1000.00000 2000.00| 420.00000 840.00 PIPE END SECTION, MIN. AREA .31 m2 | | | 0064 715-44240 47.000 m3 | 485.00000 22795.00| 600.00000 28200.00| 630.00000 29610.00 CONCRETE, A, STRUCTURES | | | 0065 715-46005 25.000 EACH| 295.00000 7375.00| 230.00000 5750.00| 230.00000 5750.00 PIPE END SECTION, 375 mm | | | 0066 715-46010 2.000 EACH| 350.00000 700.00| 280.00000 560.00| 250.00000 500.00 PIPE END SECTION, 450 mm | | | 0067 715-91361 430.300 m | 25.00000 10757.50| 29.20000 12564.76| 29.00000 12478.70 PIPE, PVC, 150 mm | | | 0068 715-92537 39.500 m | 29.00000 1145.50| 37.25000 1471.38| 33.00000 1303.50 PIPE, PVC, 200 mm | | | 0069 718-06531 86.000 EACH| 450.00000 38700.00| 200.00000 17200.00| 200.00000 17200.00 OUTLET PROTECTOR, 3 | | | 0070 718-52610 812.000 m3 | 29.25000 23751.00| 28.00000 22736.00| 28.00000 22736.00 AGGREGATE FOR UNDERDRAINS | | | 0071 718-99153 11525.000 m2 | 1.35000 15558.75| 1.35000 15558.75| 1.40000 16135.00 GEOTEXTILES FOR UNDERDRAIN | | | 0072 730-03475 1.000 EACH| 326.00000 326.00| 290.00000 290.00| 470.00000 470.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,591,292.01 ROUTE : 700W CALL ORDER : 230 CONTRACT ID : R -24848-A COUNTIES : RUSH LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1917625 |(3) 35-0918397 |FOX CONTRACTORS |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-04308 2.000 EACH| 433.00000 866.00| 450.00000 900.00| 450.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06625 14.000 EACH| 76.00000 1064.00| 80.00000 1120.00| 79.00000 1106.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-06640 22.000 EACH| 96.00000 2112.00| 100.00000 2200.00| 100.00000 2200.00 CONSTRUCTION SIGN, A | | | 0076 801-06645 6.000 EACH| 36.00000 216.00| 37.00000 222.00| 37.00000 222.00 CONSTRUCTION SIGN, B | | | 0077 801-06775 LUMP| 30000.00000 30000.00| 61560.00000 61560.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0078 802-76025 4.500 m2 | 305.00000 1372.50| 230.00000 1035.00| 320.00000 1440.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0079 802-76055 52.300 m | 20.00000 1046.00| 11.30000 590.99| 17.00000 889.10 SIGN POST, A | | | 0080 808-06713 9120.000 m | 0.13000 1185.60| 0.15000 1368.00| 0.15000 1368.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0081 808-06714 9240.000 m | 0.13000 1201.20| 0.15000 1386.00| 0.15000 1386.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0082 808-06726 32.500 m | 5.60000 182.00| 5.80000 188.50| 5.80000 188.50 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0083 808-75998 193.000 EACH| 27.00000 5211.00| 28.00000 5404.00| 28.00000 5404.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0084 105-06845 LUMP| 48000.00000 48000.00| 50000.00000 50000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0085 621-01004 2.000 EACH| 750.00000 1500.00| 955.00000 1910.00| 790.00000 1580.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 2,215,675.44| $ 2,249,700.46| $ 2,317,417.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,215,675.44| $ 2,249,700.46| $ 2,317,417.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 230 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,591,292.01 ROUTE : 700W CALL ORDER : 230 CONTRACT ID : R -24848-A COUNTIES : RUSH LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-1385672 | |O'MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-01925 10.000 MOS | 913.00000 9130.00| 1176.00000 11760.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 96000.00000 96000.00| 130000.00000 130000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 45000.00000 45000.00| 16800.00000 16800.00| CLEARING RIGHT OF WAY | | | 0004 202-02241 20.000 m | 18.00000 360.00| 25.76000 515.20| GUARDRAIL, REMOVE | | | 0005 202-60820 437.000 m2 | 7.00000 3059.00| 5.53000 2416.61| SURFACE MILLING, ASPHALT | | | 0006 203-02000 7587.000 m3 | 9.75000 73973.25| 8.23000 62441.01| EXCAVATION, COMMON | | | 0007 203-02070 18344.000 m3 | 11.75000 215542.00| 12.60000 231134.40| BORROW | | | 0008 203-03385 1265.000 Mg | 47.00000 59455.00| 100.80000 127512.00| LIME | | | 0009 205-02231 658.000 m | 45.00000 29610.00| 28.00000 18424.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 205-02234 17.000 EACH| 55.00000 935.00| 56.00000 952.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-03371 40.000 m3 | 12.00000 480.00| 39.20000 1568.00| SEDIMENT REMOVE | | | 0012 205-04931 1.000 EACH| 1320.00000 1320.00| 560.00000 560.00| SEDIMENT TRAP | | | 0013 207-97066 22.000 Mg | 275.00000 6050.00| 235.20000 5174.40| ASPHALT CURING SEAL | | | 0014 211-02060 258.100 m3 | 28.00000 7226.80| 19.26000 4971.01| B BORROW FOR STRUCTURE BACKFILL | | | 0015 215-06458 21560.000 m3 | 4.95000 106722.00| 7.67000 165365.20| SUBGRADE, MODIFIED | | | 0016 303-04075 36.000 Mg | 21.00000 756.00| 15.12000 544.32| COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0017 303-09119 7.200 Mg | 55.00000 396.00| 16.80000 120.96| COMPACTED AGGREGATE FOR BASE, 0, 2 | | | 0018 303-52308 1633.000 Mg | 15.00000 24495.00| 15.12000 24690.96| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 303-52309 11824.000 Mg | 11.00000 130064.00| 15.12000 178778.88| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 230 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,591,292.01 ROUTE : 700W CALL ORDER : 230 CONTRACT ID : R -24848-A COUNTIES : RUSH LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-1385672 | |O'MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 303-60012 2133.000 Mg | 15.00000 31995.00| 15.12000 32250.96| AGGREGATE, 2 | | | 0021 303-60900 7.200 Mg | 56.00000 403.20| 17.64000 127.01| COMPACTED AGGREGATE FOR BASE, 0 NO. 8 | | | 0022 305-05206 18.000 Mg | 100.00000 1800.00| 89.60000 1612.80| WIDENING WITH HMA | | | 0023 401-05437 12893.000 Mg | 34.00000 438362.00| 36.12000 465695.16| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 3836.000 Mg | 36.00000 138096.00| 36.68000 140704.48| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 2714.000 Mg | 43.00000 116702.00| 44.80000 121587.20| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05470 6490.000 Mg | 37.00000 240130.00| 37.52000 243504.80| HMA BASE C25.0 mm, MAINLINE | | | 0027 404-05514 13586.000 m2 | 2.30000 31247.80| 1.85000 25134.10| SEAL COAT, 5 | | | 0028 405-05517 0.100 Mg | 275.00000 27.50| 896.00000 89.60| ASPHALT FOR PRIME COAT | | | 0029 406-05520 42.000 Mg | 185.00000 7770.00| 184.80000 7761.60| ASPHALT FOR TACK COAT | | | 0030 501-02400 LUMP| 4000.00000 4000.00| 6720.00000 6720.00| PROFILOGRAPH | | | 0031 601-02621 15.240 m | 95.00000 1447.80| 96.32000 1467.92| GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED | | | 0032 601-06037 4.000 EACH| 685.00000 2740.00| 700.00000 2800.00| GUARDRAIL END TREATMENT, I | | | 0033 601-99105 121.920 m | 35.00000 4267.20| 37.30000 4547.62| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 603-04550 2.000 EACH| 1025.00000 2050.00| 1064.00000 2128.00| FENCE GATE, FARM FIELD, 1190 mm X 7.9 m | | | 0035 603-06040 2336.000 m | 12.50000 29200.00| 12.88000 30087.68| FENCE, FARM FIELD, 1190 mm | | | 0036 610-05527 842.000 Mg | 65.00000 54730.00| 78.40000 66012.80| HMA FOR APPROACHES | | | 0037 611-06497 9.000 EACH| 150.00000 1350.00| 156.80000 1411.20| MAILBOX ASSEMBLY, SINGLE | | | 0038 615-06490 62.000 EACH| 105.00000 6510.00| 109.76000 6805.12| RIGHT OF WAY MARKER | | | 0039 615-06505 4.000 EACH| 350.00000 1400.00| 369.60000 1478.40| MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 230 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,591,292.01 ROUTE : 700W CALL ORDER : 230 CONTRACT ID : R -24848-A COUNTIES : RUSH LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-1385672 | |O'MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 615-06527 7.000 EACH| 265.00000 1855.00| 268.80000 1881.60| MONUMENT, SECTION CORNER | | | 0041 616-02320 578.400 m2 | 1.50000 867.60| 2.24000 1295.62| GEOTEXTILES | | | 0042 616-06405 256.000 Mg | 19.00000 4864.00| 22.68000 5806.08| RIPRAP, REVETMENT | | | 0043 621-06545 3.200 Mg | 650.00000 2080.00| 660.80000 2114.56| FERTILIZER | | | 0044 621-06553 667.000 kg | 8.00000 5336.00| 8.85000 5902.95| SEED MIXTURE, R | | | 0045 621-06565 15.800 Mg | 495.00000 7821.00| 507.36000 8016.29| MULCHING MATERIAL | | | 0046 621-06567 126.100 kL | 1.00000 126.10| 1.12000 141.23| WATER | | | 0047 621-06574 298.000 m2 | 3.25000 968.50| 3.35000 998.30| SODDING | | | 0048 621-06575 7004.000 m2 | 3.25000 22763.00| 3.35000 23463.40| SODDING, NURSERY | | | 0049 702-90915 10.400 m3 | 320.00000 3328.00| 392.00000 4076.80| CONCRETE, A | | | 0050 703-51030 2270.000 kg | 1.00000 2270.00| 1.41000 3200.70| REINFORCING STEEL | | | 0051 714-26723 32.800 m | 2643.00000 86690.40| 2113.44000 69320.83| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 3000 mm | | | 0052 715-05048 9220.000 m | 6.00000 55320.00| 14.56000 134243.20| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0053 715-05049 30.000 m | 25.00000 750.00| 16.80000 504.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0054 715-05051 30.000 m | 29.00000 870.00| 22.40000 672.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0055 715-05115 30.000 m | 25.00000 750.00| 16.80000 504.00| PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0056 715-05116 30.000 m | 29.00000 870.00| 20.16000 604.80| PIPE, TYPE 1, CIRCULAR, 200 mm | | | 0057 715-05117 30.000 m | 31.00000 930.00| 22.40000 672.00| PIPE, TYPE 1, CIRCULAR, 250 mm | | | 0058 715-05119 96.500 m | 135.00000 13027.50| 111.16000 10726.94| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0059 715-05121 16.500 m | 165.00000 2722.50| 141.96000 2342.34| PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 230 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,591,292.01 ROUTE : 700W CALL ORDER : 230 CONTRACT ID : R -24848-A COUNTIES : RUSH LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-1385672 | |O'MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05169 74.000 m | 135.00000 9990.00| 139.16000 10297.84| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05203 30.000 m | 22.00000 660.00| 19.04000 571.20| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0062 715-05233 15.000 m | 225.00000 3375.00| 224.00000 3360.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0063 715-06471 2.000 EACH| 875.00000 1750.00| 784.00000 1568.00| PIPE END SECTION, MIN. AREA .31 m2 | | | 0064 715-44240 47.000 m3 | 550.00000 25850.00| 504.00000 23688.00| CONCRETE, A, STRUCTURES | | | 0065 715-46005 25.000 EACH| 195.00000 4875.00| 352.80000 8820.00| PIPE END SECTION, 375 mm | | | 0066 715-46010 2.000 EACH| 235.00000 470.00| 352.80000 705.60| PIPE END SECTION, 450 mm | | | 0067 715-91361 430.300 m | 39.00000 16781.70| 18.03000 7758.31| PIPE, PVC, 150 mm | | | 0068 715-92537 39.500 m | 40.00000 1580.00| 20.83000 822.79| PIPE, PVC, 200 mm | | | 0069 718-06531 86.000 EACH| 175.00000 15050.00| 156.80000 13484.80| OUTLET PROTECTOR, 3 | | | 0070 718-52610 812.000 m3 | 24.00000 19488.00| 27.16000 22053.92| AGGREGATE FOR UNDERDRAINS | | | 0071 718-99153 11525.000 m2 | 1.00000 11525.00| 2.24000 25816.00| GEOTEXTILES FOR UNDERDRAIN | | | 0072 730-03475 1.000 EACH| 185.00000 185.00| 588.00000 588.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0073 801-04308 2.000 EACH| 450.00000 900.00| 476.00000 952.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06625 14.000 EACH| 80.00000 1120.00| 84.00000 1176.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-06640 22.000 EACH| 100.00000 2200.00| 106.40000 2340.80| CONSTRUCTION SIGN, A | | | 0076 801-06645 6.000 EACH| 38.00000 228.00| 39.20000 235.20| CONSTRUCTION SIGN, B | | | 0077 801-06775 LUMP| 44000.00000 44000.00| 11200.00000 11200.00| MAINTAINING TRAFFIC | | | 0078 802-76025 4.500 m2 | 325.00000 1462.50| 341.60000 1537.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0079 802-76055 52.300 m | 17.00000 889.10| 88.48000 4627.50| SIGN POST, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 230 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,591,292.01 ROUTE : 700W CALL ORDER : 230 CONTRACT ID : R -24848-A COUNTIES : RUSH LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-1385672 | |O'MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 808-06713 9120.000 m | 0.15000 1368.00| 0.15000 1368.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0081 808-06714 9240.000 m | 0.15000 1386.00| 0.15000 1386.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0082 808-06726 32.500 m | 6.00000 195.00| 6.16000 200.20| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0083 808-75998 193.000 EACH| 29.00000 5597.00| 29.68000 5728.24| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0084 105-06845 LUMP| 45000.00000 45000.00| 52528.00000 52528.00| CONSTRUCTION ENGINEERING | | | 0085 621-01004 2.000 EACH| 750.00000 1500.00| 840.00000 1680.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 2,356,437.45| $ 2,626,636.64| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,356,437.45| $ 2,626,636.64| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 219,176.33 ROUTE : CALL ORDER : 240 CONTRACT ID : R -24849-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE067 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 224,835.65 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 247,858.35 110.2397% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 269,057.43 119.6684% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0918397 |(3) 35-1817530 |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-06790 4.000 MOS | 950.00000 3800.00| 1300.00000 5200.00| 2000.00000 8000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 14500.00000 14500.00| 10000.00000 10000.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11700.00000 11700.00| 10000.00000 10000.00| 13400.00000 13400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 153.000 m2 | 6.60000 1009.80| 30.00000 4590.00| 35.00000 5355.00 PAVEMENT, REMOVE | | | 0006 202-02278 778.000 m | 9.00000 7002.00| 12.00000 9336.00| 35.00000 27230.00 CURB, CONCRETE, REMOVE | | | 0007 202-52710 589.000 m2 | 4.50000 2650.50| 10.00000 5890.00| 16.00000 9424.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 351.000 m2 | 8.00000 2808.00| 8.00000 2808.00| 16.35000 5738.85 SURFACE MILLING, ASPHALT | | | 0009 203-02000 164.000 m3 | 70.00000 11480.00| 44.00000 7216.00| 20.00000 3280.00 EXCAVATION, COMMON | | | 0010 205-02236 2.000 EACH| 150.00000 300.00| 75.00000 150.00| 75.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 211-02060 3.000 m3 | 34.00000 102.00| 40.00000 120.00| 75.00000 225.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 542.000 Mg | 16.00000 8672.00| 25.00000 13550.00| 25.00000 13550.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 402-05468 119.000 Mg | 70.00000 8330.00| 58.00000 6902.00| 66.00000 7854.00 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 72.000 Mg | 76.00000 5472.00| 58.00000 4176.00| 78.00000 5616.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 219,176.33 ROUTE : CALL ORDER : 240 CONTRACT ID : R -24849-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0918397 |(3) 35-1817530 |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05477 85.000 Mg | 81.00000 6885.00| 60.00000 5100.00| 78.00000 6630.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 406-05520 0.300 Mg | 150.00000 45.00| 1000.00000 300.00| 600.00000 180.00 ASPHALT FOR TACK COAT | | | 0017 604-06069 237.000 m2 | 38.00000 9006.00| 45.00000 10665.00| 36.75000 8709.75 CURB RAMP, CONCRETE | | | 0018 604-06070 120.000 m2 | 24.00000 2880.00| 45.00000 5400.00| 27.00000 3240.00 SIDEWALK, CONCRETE | | | 0019 604-90256 698.000 m2 | 50.00000 34900.00| 31.00000 21638.00| 31.00000 21638.00 SIDEWALK, CONCRETE, 150 mm | | | 0020 605-06155 778.000 m | 27.00000 21006.00| 45.00000 35010.00| 46.40000 36099.20 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0021 611-05330 135.000 m2 | 36.76000 4962.60| 60.00000 8100.00| 45.00000 6075.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0022 621-01004 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06560 2486.000 m2 | 1.12000 2784.32| 1.12000 2784.32| 1.12000 2784.32 MULCHED SEEDING, U | | | 0024 621-06570 108.000 m3 | 24.00000 2592.00| 75.00000 8100.00| 70.00000 7560.00 TOP SOIL | | | 0025 714-99393 10.200 m | 200.00000 2040.00| 115.00000 1173.00| 135.00000 1377.00 RETAINING WALL, BLOCK, REMOVE AND | | | REPLACE | | | 0026 715-05149 4.000 m | 180.00000 720.00| 85.00000 340.00| 400.00000 1600.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0027 720-44000 9.000 EACH| 300.00000 2700.00| 300.00000 2700.00| 275.00000 2475.00 CASTING, ADJUST TO GRADE | | | 0028 720-44025 1.000 EACH| 1000.00000 1000.00| 500.00000 500.00| 690.00000 690.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0029 720-45250 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| 3000.00000 3000.00 CATCH BASIN, K10 | | | 0030 801-06606 2.000 EACH| 140.00000 280.00| 140.00000 280.00| 140.00000 280.00 BARRICADE, IIIB | | | 0031 801-06640 36.000 EACH| 65.00000 2340.00| 65.00000 2340.00| 65.00000 2340.00 CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 18500.00000 18500.00| 22500.00000 22500.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0033 802-76025 46.400 m2 | 151.00000 7006.40| 156.50000 7261.60| 156.50000 7261.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 219,176.33 ROUTE : CALL ORDER : 240 CONTRACT ID : R -24849-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0918397 |(3) 35-1817530 |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 802-76055 396.000 m | 16.50000 6534.00| 14.90000 5900.40| 14.90000 5900.40 SIGN POST, A | | | 0035 808-02977 35.000 EACH| 100.00000 3500.00| 100.00000 3500.00| 182.00000 6370.00 TRANSVERSE MARKING, THERMOPLASTIC, BIKE | | | SYMBOL | | | 0036 808-03439 123.000 m | 7.50000 922.50| 7.50000 922.50| 7.60000 934.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0037 808-75043 4319.500 m | 2.00000 8639.00| 2.00000 8639.00| 2.05000 8854.98 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0038 808-75240 297.400 m | 1.70000 505.58| 1.70000 505.58| 1.20000 356.88 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0039 808-75245 116.000 m | 1.70000 197.20| 1.70000 197.20| 1.20000 139.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0040 808-75297 46.600 m | 7.50000 349.50| 7.50000 349.50| 9.50000 442.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0041 808-75320 39.000 EACH| 45.75000 1784.25| 45.75000 1784.25| 35.00000 1365.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0042 808-96075 15.000 m | 2.00000 30.00| 2.00000 30.00| 2.05000 30.75 LINE, THERMOPLASTIC, BROKEN, WHITE, 150 | | | mm | | | SECTION TOTALS | $ 224,835.65| $ 247,858.35| $ 269,057.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 224,835.65| $ 247,858.35| $ 269,057.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 143,496.24 ROUTE : 9920 CALL ORDER : 250 CONTRACT ID : R -24850-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9920035 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 132,128.12 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 140,673.45 106.4674% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 148,665.95 112.5165% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 259,071.30 196.0758% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0918397 |(3) 35-1185040 |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRAIN FACILITIES | | | 0001 105-01925 4.000 MOS | 950.00000 3800.00| 1565.00000 6260.00| 950.00000 3800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7600.00000 7600.00| 8650.00000 8650.00| 8250.00000 8250.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6600.00000 6600.00| 7033.00000 7033.00| 7000.00000 7000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3075.00000 3075.00| 3160.00000 3160.00| 3300.00000 3300.00 CLEARING RIGHT OF WAY | | | 0005 202-02236 28.000 m2 | 16.00000 448.00| 4.20000 117.60| 29.00000 812.00 SURFACE, REMOVE | | | 0006 202-02255 1.000 EACH| 400.00000 400.00| 740.00000 740.00| 1550.00000 1550.00 TREE, 460 mm, REMOVE | | | 0007 202-02278 7.000 m | 60.00000 420.00| 26.35000 184.45| 45.00000 315.00 CURB, CONCRETE, REMOVE | | | 0008 202-60820 943.000 m2 | 2.00000 1886.00| 4.20000 3960.60| 8.00000 7544.00 SURFACE MILLING, ASPHALT | | | 0009 202-60822 45.000 m2 | 2.00000 90.00| 4.20000 189.00| 12.00000 540.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 203-02000 505.000 m3 | 30.00000 15150.00| 25.80000 13029.00| 19.50000 9847.50 EXCAVATION, COMMON | | | 0011 303-52308 600.000 Mg | 17.00000 10200.00| 17.20000 10320.00| 15.00000 9000.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 402-05468 455.000 Mg | 48.00000 21840.00| 38.25000 17403.75| 43.00000 19565.00 HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05477 242.000 Mg | 51.00000 12342.00| 54.00000 13068.00| 52.00000 12584.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 143,496.24 ROUTE : 9920 CALL ORDER : 250 CONTRACT ID : R -24850-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0918397 |(3) 35-1185040 |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 406-05520 4.300 Mg | 141.00000 606.30| 200.00000 860.00| 250.00000 1075.00 ASPHALT FOR TACK COAT | | | 0015 603-91304 22.000 m | 33.00000 726.00| 16.25000 357.50| 35.00000 770.00 FENCE, WOOD, RESET | | | 0016 605-06140 5.000 m | 150.00000 750.00| 172.00000 860.00| 245.00000 1225.00 CURB AND GUTTER, CONCRETE | | | 0017 611-95023 8.000 EACH| 85.00000 680.00| 69.00000 552.00| 150.00000 1200.00 MAILBOX ASSEMBLY, RESET | | | 0018 621-01004 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06560 2875.000 m2 | 0.60000 1725.00| 0.60000 1725.00| 1.22000 3507.50 MULCHED SEEDING, U | | | 0020 621-06570 230.000 m3 | 25.00000 5750.00| 31.20000 7176.00| 15.00000 3450.00 TOP SOIL | | | 0021 621-06574 295.000 m2 | 9.15000 2699.25| 9.15000 2699.25| 8.00000 2360.00 SODDING | | | 0022 720-44000 15.000 EACH| 300.00000 4500.00| 420.00000 6300.00| 265.00000 3975.00 CASTING, ADJUST TO GRADE | | | 0023 720-97865 1.000 EACH| 5310.00000 5310.00| 5310.00000 5310.00| 5250.00000 5250.00 MANHOLE, C2, MODIFIED | | | 0024 801-06606 4.000 EACH| 80.00000 320.00| 140.00000 560.00| 158.00000 632.00 BARRICADE, IIIB | | | 0025 801-06640 24.000 EACH| 70.00000 1680.00| 69.00000 1656.00| 78.00000 1872.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 3704.00000 3704.00| 6825.00000 6825.00| 13500.00000 13500.00 MAINTAINING TRAFFIC | | | 0027 802-76025 29.000 m2 | 135.67000 3934.43| 151.00000 4379.00| 169.00000 4901.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0028 802-76055 248.000 m | 9.93000 2462.64| 15.60000 3868.80| 17.50000 4340.00 SIGN POST, A | | | 0029 808-02977 26.000 EACH| 100.00000 2600.00| 100.00000 2600.00| 203.00000 5278.00 TRANSVERSE MARKING, THERMOPLASTIC, BIKE | | | SYMBOL | | | 0030 808-06716 78.000 m | 3.40000 265.20| 3.40000 265.20| 3.25000 253.50 LINE, REMOVE | | | 0031 808-75043 3825.000 m | 2.00000 7650.00| 2.00000 7650.00| 2.35000 8988.75 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0032 808-75240 479.000 m | 1.70000 814.30| 1.70000 814.30| 1.30000 622.70 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 250 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 143,496.24 ROUTE : 9920 CALL ORDER : 250 CONTRACT ID : R -24850-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0918397 |(3) 35-1185040 |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75320 26.000 EACH| 50.00000 1300.00| 50.00000 1300.00| 33.00000 858.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 132,128.12| $ 140,673.45| $ 148,665.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 132,128.12| $ 140,673.45| $ 148,665.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 250 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 143,496.24 ROUTE : 9920 CALL ORDER : 250 CONTRACT ID : R -24850-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 | | |ALPHA EXCAVATING & LANDSCAPI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRAIN FACILITIES | | | 0001 105-01925 4.000 MOS | 1250.00000 5000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02236 28.000 m2 | 50.00000 1400.00| | SURFACE, REMOVE | | | 0006 202-02255 1.000 EACH| 358.00000 358.00| | TREE, 460 mm, REMOVE | | | 0007 202-02278 7.000 m | 25.00000 175.00| | CURB, CONCRETE, REMOVE | | | 0008 202-60820 943.000 m2 | 5.00000 4715.00| | SURFACE MILLING, ASPHALT | | | 0009 202-60822 45.000 m2 | 50.00000 2250.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 203-02000 505.000 m3 | 20.00000 10100.00| | EXCAVATION, COMMON | | | 0011 303-52308 600.000 Mg | 18.00000 10800.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 402-05468 455.000 Mg | 80.00000 36400.00| | HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05477 242.000 Mg | 80.00000 19360.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0014 406-05520 4.300 Mg | 177.00000 761.10| | ASPHALT FOR TACK COAT | | | 0015 603-91304 22.000 m | 40.00000 880.00| | FENCE, WOOD, RESET | | | 0016 605-06140 5.000 m | 85.00000 425.00| | CURB AND GUTTER, CONCRETE | | | 0017 611-95023 8.000 EACH| 170.00000 1360.00| | MAILBOX ASSEMBLY, RESET | | | 0018 621-01004 1.000 EACH| 665.00000 665.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06560 2875.000 m2 | 1.23000 3536.25| | MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 250 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 143,496.24 ROUTE : 9920 CALL ORDER : 250 CONTRACT ID : R -24850-A COUNTIES : ELKHART LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 | | |ALPHA EXCAVATING & LANDSCAPI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-06570 230.000 m3 | 23.29000 5356.70| | TOP SOIL | | | 0021 621-06574 295.000 m2 | 11.25000 3318.75| | SODDING | | | 0022 720-44000 15.000 EACH| 289.00000 4335.00| | CASTING, ADJUST TO GRADE | | | 0023 720-97865 1.000 EACH| 3000.00000 3000.00| | MANHOLE, C2, MODIFIED | | | 0024 801-06606 4.000 EACH| 198.00000 792.00| | BARRICADE, IIIB | | | 0025 801-06640 24.000 EACH| 165.00000 3960.00| | CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 27500.00000 27500.00| | MAINTAINING TRAFFIC | | | 0027 802-76025 29.000 m2 | 200.00000 5800.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0028 802-76055 248.000 m | 15.00000 3720.00| | SIGN POST, A | | | 0029 808-02977 26.000 EACH| 400.00000 10400.00| | TRANSVERSE MARKING, THERMOPLASTIC, BIKE | | | SYMBOL | | | 0030 808-06716 78.000 m | 5.00000 390.00| | LINE, REMOVE | | | 0031 808-75043 3825.000 m | 5.00000 19125.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0032 808-75240 479.000 m | 1.50000 718.50| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0033 808-75320 26.000 EACH| 95.00000 2470.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 259,071.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 259,071.30| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,401.65 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24851-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9979011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,697,824.83 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCMENT- WABASH LANDING DEVELOPMENT PROJECT AND HERITAGE TRAIL | | | 0001 105-01925 12.000 MOS | 1450.00000 17400.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 40000.00000 40000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 84800.00000 84800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 20.540 m2 | 36.00000 739.44| | PAVEMENT, REMOVE | | | 0006 202-02241 78.630 m | 0.01000 0.79| | GUARDRAIL, REMOVE | | | 0007 202-02279 550.200 m | 16.00000 8803.20| | CURB AND GUTTER, REMOVE | | | 0008 202-04089 2.000 EACH| 50.00000 100.00| | SHEET SIGN, REMOVE | | | 0009 202-52710 260.620 m2 | 2.00000 521.24| | SIDEWALK, CONCRETE, REMOVE | | | 0010 202-74045 5.000 EACH| 70.00000 350.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-91385 8.000 EACH| 650.00000 5200.00| | INLET, REMOVE | | | 0012 202-98370 1.000 EACH| 400.00000 400.00| | POLE, REMOVE | | | 0013 203-02070 4052.230 m3 | 27.00000 109410.21| | BORROW | | | 0014 203-06499 10.000 m2 | 65.00000 650.00| | SUBGRADE TREATMENT | | | 0015 205-02224 270.000 m | 6.00000 1620.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,401.65 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24851-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 205-02236 16.000 EACH| 90.00000 1440.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-02237 13.000 EACH| 75.00000 975.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 205-03662 LUMP| 30000.00000 30000.00| | IRRIGATION, LANDSCAPE , CITY | | | 0019 205-03662 LUMP| 35000.00000 35000.00| | IRRIGATION, LANDSCAPE , INDOT | | | 0020 210-04181 1.000 EACH| 900.00000 900.00| | BICYCLE RACK , ELEVEN LOOP | | | 0021 210-04181 2.000 EACH| 700.00000 1400.00| | BICYCLE RACK , SEVEN LOOP | | | 0022 210-04181 8.000 EACH| 300.00000 2400.00| | BICYCLE RACK , SINGLE LOOP | | | 0023 211-02060 378.060 m3 | 32.00000 12097.92| | B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 1473.980 Mg | 26.00000 38323.48| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 303-60900 1160.090 Mg | 26.00000 30162.34| | COMPACTED AGGREGATE FOR BASE, 0 , 9 | | | 0026 402-05468 993.650 Mg | 49.00000 48688.85| | HMA BASE 25.0 mm, MAINLINE | | | 0027 402-05473 651.700 Mg | 50.00000 32585.00| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0028 402-05477 570.810 Mg | 55.00000 31394.55| | HMA SURFACE 9.5 mm, MAINLINE | | | 0030 405-05517 6.506 Mg | 300.00000 1951.80| | ASPHALT FOR PRIME COAT | | | 0031 406-05520 3.110 Mg | 250.00000 777.50| | ASPHALT FOR TACK COAT | | | 0032 501-05160 405.330 m2 | 65.00000 26346.45| | CEMENT CONCRETE PAVEMENT, PLAIN, 200 mm | | | 0033 604-01920 264.530 m2 | 185.00000 48938.05| | CONCRETE PAVERS DRIVE | | | 0034 604-01920 1549.200 m2 | 75.00000 116190.00| | CONCRETE PAVERS PLAZA | | | 0035 604-02018 25.700 m2 | 150.00000 3855.00| | CONCRETE PAVERS, CURB RAMP | | | 0036 604-06069 11.090 m2 | 95.00000 1053.55| | CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 260 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,401.65 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24851-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 604-06069 98.010 m2 | 130.00000 12741.30| | CURB RAMP, CONCRETE 100mm ORNAMENTAL | | | 0038 604-06069 26.150 m2 | 160.00000 4184.00| | CURB RAMP, CONCRETE 200mm ORNAMENTAL | | | 0039 605-06090 84.810 m | 40.00000 3392.40| | CURB, INTEGRAL, CONCRETE | | | 0040 605-06120 439.790 m | 89.00000 39141.31| | CURB, CONCRETE | | | 0041 605-06125 21.080 m | 150.00000 3162.00| | CURB, CONCRETE, MODIFIED | | | 0042 605-06155 248.650 m | 76.00000 18897.40| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0043 605-06155 38.140 m | 76.00000 2898.64| | CURB AND GUTTER, CONCRETE, MODIFIED | | | MOUNTABLE | | | 0044 607-06175 180.190 m | 79.00000 14235.01| | GUTTER, CONCRETE | | | 0045 611-03671 12.000 EACH| 1500.00000 18000.00| | TRASH RECEPTACLE | | | 0046 622-02564 LUMP| 117000.00000 117000.00| | LANDSCAPING | | | 0047 622-04648 32.000 EACH| 1500.00000 48000.00| | TREE GRATE | | | 0048 622-04648 9.000 EACH| 1500.00000 13500.00| | TREE GRATE PAVER | | | 0049 704-04850 2931.120 m2 | 58.00000 170004.96| | CONCRETE PAVEMENT FOR SIDEWALKS,100 mm, | | | ORNAMENTAL | | | 0050 704-04850 1032.690 m2 | 105.00000 108432.45| | CONCRETE PAVEMENT FOR STREETS, 260 mm, | | | ORNAMENTAL | | | 0051 712-03017 29.000 EACH| 1150.00000 33350.00| | PARK BENCH | | | 0052 715-96040 175.070 m | 200.00000 35014.00| | PIPE, PVC, SDR 35, 300 mm | | | 0053 720-01894 10.000 EACH| 700.00000 7000.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0054 720-04682 3.000 EACH| 2200.00000 6600.00| | INLET , E | | | 0055 720-44000 15.000 EACH| 350.00000 5250.00| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 260 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,401.65 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24851-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 720-97317 6.000 EACH| 2100.00000 12600.00| | INLET, F | | | 0057 720-97317 1.000 EACH| 3200.00000 3200.00| | INLET, F MODIFIED | | | 0058 801-04308 6.000 EACH| 320.00000 1920.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06207 2695.530 m | 3.20000 8625.70| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0060 801-06605 24.000 EACH| 120.00000 2880.00| | BARRICADE, IIIA | | | 0061 801-06640 9.000 EACH| 110.00000 990.00| | CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP| 18600.00000 18600.00| | MAINTAINING TRAFFIC | | | 0063 802-03110 1.000 EACH| 8200.00000 8200.00| | SIGN, FIBER OPTIC | | | 0064 802-76025 13.720 m2 | 155.00000 2126.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76055 99.600 m | 11.25000 1120.50| | SIGN POST, A | | | 0066 805-01842 6.000 EACH| 675.00000 4050.00| | HANDHOLE, SIGNAL | | | 0067 805-04133 1.000 EACH| 560.00000 560.00| | SIGNAL PEDESTAL, 3.6 m | | | 0068 805-04757 1.000 EACH| 7750.00000 7750.00| | SIGNAL CANTILEVER STRUCTURE,ORNAMENTAL, | | | 9.1m ARM | | | 0069 805-04808 1.000 EACH| 22000.00000 22000.00| | PEDESTRIAN SIGNAL CROSSWALK WARNING | | | SYSTEM | | | 0070 805-05058 1.000 EACH| 675.00000 675.00| | PEDESTAL SIGNAL, ORNAMENTAL, 3.6m | | | 0071 805-06592 1224.000 m | 34.00000 41616.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0072 805-78445 1.000 EACH| 450.00000 450.00| | SIGNAL SERVICE | | | 0073 805-78467 62.500 m | 5.25000 328.13| | SIGNAL CABLE, 3C 8GA. | | | 0074 805-78470 45.000 m | 1.10000 49.50| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 260 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,401.65 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24851-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 805-78480 38.800 m | 3.10000 120.28| | SIGNAL CABLE, 3C 14GA. | | | 0076 805-78490 50.700 m | 4.10000 207.87| | SIGNAL CABLE, 7C 14GA. | | | 0077 805-78785 3.000 EACH| 375.00000 1125.00| | SIGNAL DETECTOR HOUSING | | | 0078 805-78795 18.500 m | 34.00000 629.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0079 805-78900 2.000 EACH| 360.00000 720.00| | PEDESTAL FOUNDATION, A | | | 0080 807-02193 14.000 EACH| 500.00000 7000.00| | LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0081 807-04653 23.000 EACH| 640.00000 14720.00| | LIGHTING FOUNDATION 610mm DIA. X 1220 | | | 0082 807-04744 LUMP| 47500.00000 47500.00| | LIGHTING UPLIGHTS AND OUTLETS | | | 0083 808-03179 1.000 EACH| 160.00000 160.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0084 808-05866 6.100 m2 | 26.00000 158.60| | PAVEMENT MESSAGE MARKING, REMOVE | | | 0085 808-06609 2.000 EACH| 175.00000 350.00| | PAVEMENT MESSAGE MARKING | | | 0086 808-06713 102.480 m | 1.00000 102.48| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0087 808-06714 22.730 m | 1.50000 34.10| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0088 808-06716 190.580 m | 1.75000 333.52| | LINE, REMOVE | | | 0089 808-74812 61.310 m | 11.00000 674.41| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0090 808-75051 501.190 m | 3.70000 1854.40| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0091 808-75054 1099.650 m | 3.70000 4068.71| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0092 808-75067 62.710 m | 22.00000 1379.62| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 260 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,401.65 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24851-A COUNTIES : TIPPECANOE LETTING DATE : 03/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 808-75071 17.000 EACH| 145.00000 2465.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0094 808-75071 2.000 EACH| 145.00000 290.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW HALFSIZE | | | 0095 808-96575 2.000 EACH| 180.00000 360.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD BIKE | | | 0096 808-97222 2.000 EACH| 70.00000 140.00| | PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0097 808-99077 58.560 m | 22.00000 1288.32| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 600 mm | | | 0098 203-02000 2164.970 m3 | 25.00000 54124.25| | EXCAVATION, COMMON | | | SECTION TOTALS | $ 1,697,824.83| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,697,824.83| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B381003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,046,351.03 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 2,062,068.12 100.7680% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 2,164,600.17 105.7785% 4 35-1033872 GRADY BROTHERS, INC. $ 2,231,208.89 109.0335% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 2,253,841.39 110.1395% 6 35-1151771 CALUMET ASPHALT PAVING CO $ 2,264,391.13 110.6550% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,483,024.96 121.3391% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0999231 |E & B PAVING, INC. |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 8.000 MOS | 1500.00000 12000.00| 1568.41000 12547.28| 1209.40000 9675.20 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 51000.00000 51000.00| 57560.33000 57560.33| 72660.00000 72660.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 101000.00000 101000.00| 103000.00000 103000.00| 105000.00000 105000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 21913.66000 21913.66| 72000.00000 72000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 30.000 m | 25.00000 750.00| 27.52000 825.60| 6.77000 203.10 GUARDRAIL, REMOVE | | | 0006 202-02272 453.000 m | 12.50000 5662.50| 12.61000 5712.33| 5.80000 2627.40 PAVED SIDE DITCH, REMOVE | | | 0007 202-51328 LUMP| 4000.00000 4000.00| 997.63000 997.63| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51330 LUMP| 6000.00000 6000.00| 1077.47000 1077.47| 8000.00000 8000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 1831.000 m2 | 2.32000 4247.92| 4.60000 8422.60| 2.94000 5383.14 SURFACE MILLING, ASPHALT | | | 0010 202-74045 19.000 EACH| 28.00000 532.00| 30.81000 585.39| 29.40000 558.60 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-78515 LUMP| 1700.00000 1700.00| 1870.99000 1870.99| 1785.00000 1785.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91385 2.000 EACH| 485.00000 970.00| 85.33000 170.66| 161.90000 323.80 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0999231 |E & B PAVING, INC. |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-96133 271.500 m | 22.00000 5973.00| 12.00000 3258.00| 10.64000 2888.76 PIPE, REMOVE | | | 0014 203-02000 4242.000 m3 | 13.00000 55146.00| 17.99000 76313.58| 18.72000 79410.24 EXCAVATION, COMMON | | | 0015 203-02070 2547.000 m3 | 13.25000 33747.75| 0.01000 25.47| 1.00000 2547.00 BORROW | | | 0016 205-02229 896.000 m | 7.70000 6899.20| 8.48000 7598.08| 8.09000 7248.64 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02234 31.000 EACH| 50.00000 1550.00| 55.03000 1705.93| 52.50000 1627.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02237 48.000 EACH| 30.00000 1440.00| 33.02000 1584.96| 31.50000 1512.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 211-02060 2931.000 m3 | 25.00000 73275.00| 22.79000 66797.49| 11.34000 33237.54 B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 21.200 m3 | 375.00000 7950.00| 101.95000 2161.34| 90.53000 1919.24 FLOWABLE MORTAR | | | 0021 303-04853 331.800 Mg | 18.00000 5972.40| 19.23000 6380.51| 14.40000 4777.92 COMPACTED AGGREGATE | | | 0022 303-52308 917.000 Mg | 17.00000 15589.00| 20.96000 19220.32| 21.68000 19880.56 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 401-05437 7562.000 Mg | 38.50000 291137.00| 38.53000 291363.86| 36.75000 277903.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 5630.000 Mg | 38.50000 216755.00| 40.72000 229253.60| 38.85000 218725.50 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 2556.000 Mg | 61.00000 155916.00| 57.23000 146279.88| 54.60000 139557.60 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 406-05520 24.200 Mg | 255.00000 6171.00| 198.10000 4794.02| 189.00000 4573.80 ASPHALT FOR TACK COAT | | | 0027 406-06466 11539.000 m | 3.00000 34617.00| 2.48000 28616.72| 2.36000 27232.04 POLYMERIC ASPHALT JOINT TAPE | | | 0028 604-06069 162.100 m2 | 33.81000 5480.60| 32.85000 5324.99| 38.08000 6172.77 CURB RAMP, CONCRETE | | | 0029 604-91531 1345.800 m2 | 25.69000 34573.60| 24.96000 33591.17| 25.96000 34936.97 SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06140 2709.000 m | 30.00000 81270.00| 39.81000 107845.29| 35.64000 96548.76 CURB AND GUTTER, CONCRETE | | | 0031 605-06215 81.000 m | 92.55000 7496.55| 89.91000 7282.71| 78.52000 6360.12 CENTER CURB, D, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0999231 |E & B PAVING, INC. |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 607-06335 48.000 m | 54.70000 2625.60| 53.14000 2550.72| 72.60000 3484.80 PAVED SIDE DITCH, A | | | 0033 607-06350 165.000 m | 78.87000 13013.55| 76.62000 12642.30| 95.78000 15803.70 PAVED SIDE DITCH, D | | | 0034 610-05527 127.300 Mg | 60.00000 7638.00| 90.25000 11488.83| 86.10000 10960.53 HMA FOR APPROACHES | | | 0035 611-05330 2648.500 m2 | 37.65000 99716.03| 36.57000 96855.65| 37.35000 98921.48 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 615-01323 6.000 EACH| 500.00000 3000.00| 250.36000 1502.16| 290.16000 1740.96 MONUMENT. IDOT CENTERLINE, INSTALL | | | 0037 616-02320 244.000 m2 | 1.90000 463.60| 3.12000 761.28| 4.08000 995.52 GEOTEXTILES | | | 0038 616-06405 198.000 Mg | 24.00000 4752.00| 29.86000 5912.28| 23.11000 4575.78 RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH| 650.00000 1300.00| 715.38000 1430.76| 682.50000 1365.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06560 1704.000 m2 | 0.70000 1192.80| 0.78000 1329.12| 0.74000 1260.96 MULCHED SEEDING, U | | | 0041 621-06567 199.000 kL | 1.00000 199.00| 1.10000 218.90| 1.05000 208.95 WATER | | | 0042 621-06575 11023.000 m2 | 2.90000 31966.70| 3.19000 35163.37| 3.05000 33620.15 SODDING, NURSERY | | | 0043 714-06688 66.000 m | 700.00000 46200.00| 659.27000 43511.82| 654.04000 43166.64 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm X 600 mm | | | 0044 715-05048 2551.000 m | 8.00000 20408.00| 7.71000 19668.21| 8.07000 20586.57 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0045 715-05149 233.450 m | 38.00000 8871.10| 59.27000 13836.58| 98.32000 22952.80 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05154 702.000 m | 86.00000 60372.00| 81.09000 56925.18| 74.90000 52579.80 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0047 715-05156 380.000 m | 117.00000 44460.00| 89.06000 33842.80| 95.71000 36369.80 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0048 715-05169 142.500 m | 63.00000 8977.50| 58.89000 8391.83| 69.77000 9942.23 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0049 715-05408 200.000 m | 49.00000 9800.00| 71.26000 14252.00| 38.32000 7664.00 PIPE, SANITARY SEWER, 200 mm | | | 0050 715-05422 426.000 m | 180.00000 76680.00| 183.79000 78294.54| 120.00000 51120.00 PIPE, SLOTTED DRAIN, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0999231 |E & B PAVING, INC. |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-05711 32.000 m | 42.00000 1344.00| 49.22000 1575.04| 77.00000 2464.00 PIPE, SANITARY SEWER, 150 mm | | | 0052 715-46000 9.000 EACH| 240.00000 2160.00| 306.90000 2762.10| 318.47000 2866.23 PIPE END SECTION, 300 mm | | | 0053 715-46005 22.000 EACH| 280.00000 6160.00| 340.94000 7500.68| 351.14000 7725.08 PIPE END SECTION, 375 mm | | | 0054 715-46020 2.000 EACH| 365.00000 730.00| 455.05000 910.10| 424.95000 849.90 PIPE END SECTION, 600 mm | | | 0055 715-99013 81.300 m | 70.00000 5691.00| 57.00000 4634.10| 41.54000 3377.20 PIPE, RELOCATE | | | 0056 718-52610 536.000 m3 | 33.00000 17688.00| 36.24000 19424.64| 38.34000 20550.24 AGGREGATE FOR UNDERDRAINS | | | 0057 720-03194 2.000 EACH| 1825.00000 3650.00| 1895.04000 3790.08| 1556.45000 3112.90 MANHOLE , SANITARY | | | 0058 720-03194 1.000 EACH| 8515.00000 8515.00| 7686.34000 7686.34| 25000.00000 25000.00 MANHOLE , SPECIAL STRUCTURE, STR. NO. | | | 109 | | | 0059 720-03194 1.000 EACH| 8515.00000 8515.00| 7978.00000 7978.00| 25000.00000 25000.00 MANHOLE , SPECIAL STRUCTURE, STR. NO. 81| | | 0060 720-03194 1.000 EACH| 1315.00000 1315.00| 944.81000 944.81| 2521.64000 2521.64 MANHOLE CURB ENTRANCE | | | 0061 720-04790 1.000 EACH| 700.00000 700.00| 520.67000 520.67| 583.83000 583.83 CASTING | | | 0062 720-44000 11.000 EACH| 350.00000 3850.00| 284.46000 3129.06| 193.00000 2123.00 CASTING, ADJUST TO GRADE | | | 0063 720-45030 17.000 EACH| 1130.00000 19210.00| 722.74000 12286.58| 814.33000 13843.61 INLET, E7 | | | 0064 720-45045 22.000 EACH| 1360.00000 29920.00| 986.54000 21703.88| 1066.01000 23452.22 INLET, J10 | | | 0065 720-45055 5.000 EACH| 1360.00000 6800.00| 1006.27000 5031.35| 1096.26000 5481.30 INLET, M10 | | | 0066 720-45260 1.000 EACH| 680.00000 680.00| 576.62000 576.62| 410.80000 410.80 PIPE CATCH BASIN, 300 mm | | | 0067 720-45410 7.000 EACH| 1590.00000 11130.00| 1700.83000 11905.81| 1530.65000 10714.55 MANHOLE, C4 | | | 0068 720-45415 5.000 EACH| 4575.00000 22875.00| 2140.22000 10701.10| 2042.48000 10212.40 MANHOLE, D4 | | | 0069 720-90017 1.000 EACH| 1025.00000 1025.00| 514.48000 514.48| 983.73000 983.73 INLET, J | | | 0070 730-26825 1.000 EACH| 8200.00000 8200.00| 5516.89000 5516.89| 6848.60000 6848.60 GRATED BOX END SECTION, I, 3:1, 1775 mm | | | x 1175 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0999231 |E & B PAVING, INC. |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 801-01504 14.000 EACH| 40.00000 560.00| 44.02000 616.28| 42.00000 588.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0072 801-04308 4.000 EACH| 200.00000 800.00| 220.12000 880.48| 210.00000 840.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06203 8357.000 m | 0.20000 1671.40| 0.22000 1838.54| 0.21000 1754.97 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0074 801-06206 136.000 mm | 0.30000 40.80| 0.33000 44.88| 0.32000 43.52 TEMPORARY PAVEMENT MARKING, 150 mm | | | 0075 801-06216 140.200 m | 1.50000 210.30| 1.65000 231.33| 1.58000 221.52 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0076 801-06606 11.000 EACH| 75.00000 825.00| 82.55000 908.05| 78.75000 866.25 BARRICADE, IIIB | | | 0077 801-06625 16.000 EACH| 90.00000 1440.00| 99.05000 1584.80| 94.50000 1512.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 24.000 EACH| 75.00000 1800.00| 82.55000 1981.20| 78.75000 1890.00 CONSTRUCTION SIGN, A | | | 0079 801-06645 2.000 EACH| 35.00000 70.00| 38.53000 77.06| 36.75000 73.50 CONSTRUCTION SIGN, B | | | 0080 801-06775 LUMP| 25000.00000 25000.00| 44318.60000 44318.60| 148000.00000 148000.00 MAINTAINING TRAFFIC | | | 0081 802-02489 96.200 m | 35.00000 3367.00| 38.53000 3706.59| 36.75000 3535.35 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0082 803-02310 2147.000 kg | 1.60000 3435.20| 1.76000 3778.72| 1.68000 3606.96 REINFORCING STEEL, SIGN FOUNDATION | | | 0083 803-03126 3.000 EACH| 30.00000 90.00| 33.02000 99.06| 31.50000 94.50 OVERHEAD SIGN, RELOCATE | | | 0084 803-06031 23.500 m3 | 435.00000 10222.50| 478.76000 11250.86| 456.75000 10733.63 SIGN FOUNDATIONS, CONCRETE | | | 0085 803-76125 5.000 EACH| 5332.00000 26660.00| 5868.29000 29341.45| 4758.60000 23793.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0086 805-01583 449.000 m | 24.00000 10776.00| 26.42000 11862.58| 25.20000 11314.80 CONDUIT, STEEL, GALVANIZED, 1 RACEWAY, | | | NON PAVED, 50 mm | | | 0087 805-01584 170.000 m | 25.00000 4250.00| 27.52000 4678.40| 26.25000 4462.50 CONDUIT, STEEL, GALVANIZED, 1 RACEWAY, | | | PAVED, 50 mm | | | 0088 805-01585 13.000 m | 39.00000 507.00| 42.92000 557.96| 40.95000 532.35 CONDUIT, STEEL, GALVANIZED, 2 RACEWAY, | | | NON PAVED, 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0999231 |E & B PAVING, INC. |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 805-01588 2.000 m | 75.00000 150.00| 82.55000 165.10| 78.75000 157.50 CONDUIT, STEEL, GALVANIZED, 4 RACEWAY, | | | NON PAVED, 50 mm | | | 0090 805-01589 2.000 m | 80.00000 160.00| 88.05000 176.10| 84.00000 168.00 CONDUIT, STEEL, GALVANIZED, 5 RACEWAY, | | | NON PAVED, 50 mm | | | 0091 805-01815 4.000 EACH| 1630.00000 6520.00| 1793.95000 7175.80| 1711.50000 6846.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0092 805-01842 9.000 EACH| 575.00000 5175.00| 632.84000 5695.56| 603.75000 5433.75 HANDHOLE, SIGNAL | | | 0093 805-02087 LUMP| 1120.00000 1120.00| 1232.65000 1232.65| 1232.00000 1232.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0094 805-02152 4.000 EACH| 425.00000 1700.00| 467.75000 1871.00| 446.25000 1785.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0095 805-02327 2.000 EACH| 250.00000 500.00| 275.15000 550.30| 262.50000 525.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0096 805-78100 1.000 EACH| 9800.00000 9800.00| 10785.68000 10785.68| 10780.00000 10780.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0097 805-78205 4.000 EACH| 425.00000 1700.00| 467.75000 1871.00| 446.25000 1785.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0098 805-78230 4.000 EACH| 645.00000 2580.00| 709.88000 2839.52| 677.25000 2709.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0099 805-78415 4.000 EACH| 1300.00000 5200.00| 1430.75000 5723.00| 1365.00000 5460.00 SPAN, CATENARY, AND TETHER | | | 0100 805-78420 4.000 EACH| 185.00000 740.00| 203.61000 814.44| 194.25000 777.00 DISCONNECT HANGER | | | 0101 805-78445 1.000 EACH| 435.00000 435.00| 478.76000 478.76| 456.75000 456.75 SIGNAL SERVICE | | | 0102 805-78465 19.000 m | 6.30000 119.70| 6.94000 131.86| 6.62000 125.78 SIGNAL CABLE, 2C 8GA. | | | 0103 805-78470 2101.000 m | 1.60000 3361.60| 1.76000 3697.76| 1.68000 3529.68 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0104 805-78485 387.000 m | 5.30000 2051.10| 5.83000 2256.21| 5.57000 2155.59 SIGNAL CABLE, 5C 14GA. | | | 0105 805-78490 388.000 m | 5.70000 2211.60| 6.27000 2432.76| 5.99000 2324.12 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0999231 |E & B PAVING, INC. |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 805-78500 176.000 m | 7.00000 1232.00| 7.70000 1355.20| 7.35000 1293.60 SIGNAL CABLE, 11C 14GA. | | | 0107 805-78510 2094.000 m | 4.00000 8376.00| 4.41000 9234.54| 4.20000 8794.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0108 805-78785 18.000 EACH| 550.00000 9900.00| 605.32000 10895.76| 577.50000 10395.00 SIGNAL DETECTOR HOUSING | | | 0109 805-78795 809.000 m | 15.00000 12135.00| 16.51000 13356.59| 15.75000 12741.75 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0110 805-78900 2.000 EACH| 450.00000 900.00| 495.26000 990.52| 472.50000 945.00 PEDESTAL FOUNDATION, A | | | 0111 805-78925 1.000 EACH| 790.00000 790.00| 869.46000 869.46| 829.50000 829.50 CONTROLLER CABINET FOUNDATION, P1 | | | 0112 805-81032 4.000 EACH| 2250.00000 9000.00| 2476.31000 9905.24| 2362.50000 9450.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0113 805-96121 4.000 EACH| 85.00000 340.00| 93.55000 374.20| 89.25000 357.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0114 805-97114 62.000 m | 22.00000 1364.00| 24.21000 1501.02| 23.10000 1432.20 CABLE, INTERCONNECT, 6 PAIR 19 | | | 0115 805-99162 2.000 EACH| 325.00000 650.00| 357.69000 715.38| 341.25000 682.50 SIGNAL PEDESTAL, 3.4 m | | | 0116 808-06701 2737.000 m | 0.90000 2463.30| 0.99000 2709.63| 0.95000 2600.15 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0117 808-06703 965.000 m | 0.85000 820.25| 0.94000 907.10| 0.89000 858.85 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0118 808-06705 39.000 m | 1.70000 66.30| 1.87000 72.93| 1.79000 69.81 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0119 808-75240 482.000 m | 0.90000 433.80| 0.99000 477.18| 0.95000 457.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0120 808-75245 3062.000 m | 0.85000 2602.70| 0.94000 2878.28| 0.89000 2725.18 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0121 808-75297 141.000 m | 7.00000 987.00| 7.70000 1085.70| 7.35000 1036.35 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0122 808-75300 136.000 m | 1.53000 208.08| 1.68000 228.48| 1.61000 218.96 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0123 808-75320 37.000 EACH| 42.00000 1554.00| 46.23000 1710.51| 44.10000 1631.70 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0999231 |E & B PAVING, INC. |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 808-75325 30.000 EACH| 52.00000 1560.00| 57.23000 1716.90| 54.60000 1638.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0125 808-75998 387.000 EACH| 24.00000 9288.00| 33.02000 12778.74| 25.20000 9752.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0126 808-92027 390.000 m | 1.70000 663.00| 1.87000 729.30| 1.79000 698.10 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0127 808-96016 60.000 m | 2.55000 153.00| 2.81000 168.60| 2.68000 160.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | SECTION TOTALS | $ 2,046,351.03| $ 2,062,068.12| $ 2,164,600.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,046,351.03| $ 2,062,068.12| $ 2,164,600.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1033872 |(5) 35-0918397 |(6) 35-1151771 |GRADY BROTHERS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 8.000 MOS | 3000.00000 24000.00| 1800.00000 14400.00| 1867.54000 14940.32 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 54915.00000 54915.00| 57000.00000 57000.00| 31123.25000 31123.25 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 78000.00000 78000.00| 65000.00000 65000.00| 100768.00000 100768.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22249.43000 22249.43| 50000.00000 50000.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 30.000 m | 26.25000 787.50| 27.40000 822.00| 26.38000 791.40 GUARDRAIL, REMOVE | | | 0006 202-02272 453.000 m | 25.00000 11325.00| 20.70000 9377.10| 19.94000 9032.82 PAVED SIDE DITCH, REMOVE | | | 0007 202-51328 LUMP| 7128.82000 7128.82| 5000.00000 5000.00| 4853.12000 4853.12 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51330 LUMP| 3310.72000 3310.72| 6300.00000 6300.00| 6066.40000 6066.40 PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 1831.000 m2 | 4.88000 8935.28| 3.80000 6957.80| 3.22000 5895.82 SURFACE MILLING, ASPHALT | | | 0010 202-74045 19.000 EACH| 28.00000 532.00| 30.70000 583.30| 29.54000 561.26 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-78515 LUMP| 1700.00000 1700.00| 1864.00000 1864.00| 1793.54000 1793.54 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91385 2.000 EACH| 239.14000 478.28| 630.00000 1260.00| 606.64000 1213.28 INLET, REMOVE | | | 0013 202-96133 271.500 m | 40.28000 10936.02| 40.50000 10995.75| 38.93000 10569.50 PIPE, REMOVE | | | 0014 203-02000 4242.000 m3 | 18.00000 76356.00| 16.30000 69144.60| 15.72000 66684.24 EXCAVATION, COMMON | | | 0015 203-02070 2547.000 m3 | 10.00000 25470.00| 8.10000 20630.70| 7.81000 19892.07 BORROW | | | 0016 205-02229 896.000 m | 13.50000 12096.00| 8.40000 7526.40| 8.12000 7275.52 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02234 31.000 EACH| 78.75000 2441.25| 54.80000 1698.80| 52.75000 1635.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02237 48.000 EACH| 68.25000 3276.00| 32.90000 1579.20| 31.65000 1519.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1033872 |(5) 35-0918397 |(6) 35-1151771 |GRADY BROTHERS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 211-02060 2931.000 m3 | 27.82000 81540.42| 19.70000 57740.70| 18.99000 55659.69 B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 21.200 m3 | 62.25000 1319.70| 104.20000 2209.04| 100.23000 2124.88 FLOWABLE MORTAR | | | 0021 303-04853 331.800 Mg | 22.85000 7581.63| 54.30000 18016.74| 10.55000 3500.49 COMPACTED AGGREGATE | | | 0022 303-52308 917.000 Mg | 19.92000 18266.64| 31.60000 28977.20| 17.80000 16322.60 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 401-05437 7562.000 Mg | 40.12000 303387.44| 35.50000 268451.00| 39.58000 299303.96 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 5630.000 Mg | 39.14000 220358.20| 36.60000 206058.00| 39.30000 221259.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 2556.000 Mg | 46.80000 119620.80| 49.40000 126266.40| 62.68000 160210.08 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 406-05520 24.200 Mg | 596.00000 14423.20| 664.00000 16068.80| 150.00000 3630.00 ASPHALT FOR TACK COAT | | | 0027 406-06466 11539.000 m | 3.00000 34617.00| 2.50000 28847.50| 3.02000 34847.78 POLYMERIC ASPHALT JOINT TAPE | | | 0028 604-06069 162.100 m2 | 46.20000 7489.02| 81.00000 13130.10| 44.17000 7159.96 CURB RAMP, CONCRETE | | | 0029 604-91531 1345.800 m2 | 28.60000 38489.88| 36.70000 49390.86| 30.27000 40737.37 SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06140 2709.000 m | 38.92000 105434.28| 42.20000 114319.80| 50.78000 137563.02 CURB AND GUTTER, CONCRETE | | | 0031 605-06215 81.000 m | 191.01000 15471.81| 101.00000 8181.00| 62.13000 5032.53 CENTER CURB, D, CONCRETE | | | 0032 607-06335 48.000 m | 66.61000 3197.28| 136.00000 6528.00| 69.02000 3312.96 PAVED SIDE DITCH, A | | | 0033 607-06350 165.000 m | 110.75000 18273.75| 104.00000 17160.00| 86.46000 14265.90 PAVED SIDE DITCH, D | | | 0034 610-05527 127.300 Mg | 150.00000 19095.00| 111.00000 14130.30| 54.82000 6978.59 HMA FOR APPROACHES | | | 0035 611-05330 2648.500 m2 | 43.50000 115209.75| 63.00000 166855.50| 63.09000 167093.87 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 615-01323 6.000 EACH| 400.00000 2400.00| 384.00000 2304.00| 483.80000 2902.80 MONUMENT. IDOT CENTERLINE, INSTALL | | | 0037 616-02320 244.000 m2 | 2.10000 512.40| 3.00000 732.00| 2.85000 695.40 GEOTEXTILES | | | 0038 616-06405 198.000 Mg | 16.91000 3348.18| 24.00000 4752.00| 23.21000 4595.58 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1033872 |(5) 35-0918397 |(6) 35-1151771 |GRADY BROTHERS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-01004 2.000 EACH| 693.00000 1386.00| 700.00000 1400.00| 685.77000 1371.54 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06560 1704.000 m2 | 2.00000 3408.00| 0.77000 1312.08| 0.74000 1260.96 MULCHED SEEDING, U | | | 0041 621-06567 199.000 kL | 1.05000 208.95| 1.10000 218.90| 1.06000 210.94 WATER | | | 0042 621-06575 11023.000 m2 | 4.85000 53461.55| 3.23000 35604.29| 3.06000 33730.38 SODDING, NURSERY | | | 0043 714-06688 66.000 m | 782.92000 51672.72| 764.00000 50424.00| 735.35000 48533.10 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm X 600 mm | | | 0044 715-05048 2551.000 m | 8.02000 20459.02| 10.90000 27805.90| 7.12000 18163.12 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0045 715-05149 233.450 m | 142.00000 33149.90| 78.00000 18209.10| 74.91000 17487.74 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05154 702.000 m | 100.82000 70775.64| 106.00000 74412.00| 102.34000 71842.68 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0047 715-05156 380.000 m | 105.51000 40093.80| 136.00000 51680.00| 130.82000 49711.60 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0048 715-05169 142.500 m | 80.90000 11528.25| 85.50000 12183.75| 82.29000 11726.33 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0049 715-05408 200.000 m | 80.80000 16160.00| 97.60000 19520.00| 93.90000 18780.00 PIPE, SANITARY SEWER, 200 mm | | | 0050 715-05422 426.000 m | 155.34000 66174.84| 200.00000 85200.00| 180.38000 76841.88 PIPE, SLOTTED DRAIN, 300 mm | | | 0051 715-05711 32.000 m | 80.23000 2567.36| 83.30000 2665.60| 80.18000 2565.76 PIPE, SANITARY SEWER, 150 mm | | | 0052 715-46000 9.000 EACH| 112.24000 1010.16| 500.00000 4500.00| 474.76000 4272.84 PIPE END SECTION, 300 mm | | | 0053 715-46005 22.000 EACH| 124.63000 2741.86| 515.00000 11330.00| 495.86000 10908.92 PIPE END SECTION, 375 mm | | | 0054 715-46020 2.000 EACH| 197.93000 395.86| 636.00000 1272.00| 611.92000 1223.84 PIPE END SECTION, 600 mm | | | 0055 715-99013 81.300 m | 63.30000 5146.29| 106.00000 8617.80| 102.34000 8320.24 PIPE, RELOCATE | | | 0056 718-52610 536.000 m3 | 26.03000 13952.08| 26.50000 14204.00| 29.01000 15549.36 AGGREGATE FOR UNDERDRAINS | | | 0057 720-03194 2.000 EACH| 1146.03000 2292.06| 1935.50000 3871.00| 1862.12000 3724.24 MANHOLE , SANITARY | | | 0058 720-03194 1.000 EACH| 10151.27000 10151.27| 11130.50000 11130.50| 10708.51000 10708.51 MANHOLE , SPECIAL STRUCTURE, STR. NO. | | | 109 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1033872 |(5) 35-0918397 |(6) 35-1151771 |GRADY BROTHERS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 720-03194 1.000 EACH| 10369.59000 10369.59| 9590.00000 9590.00| 9226.20000 9226.20 MANHOLE , SPECIAL STRUCTURE, STR. NO. 81| | | 0060 720-03194 1.000 EACH| 911.68000 911.68| 976.00000 976.00| 938.97000 938.97 MANHOLE CURB ENTRANCE | | | 0061 720-04790 1.000 EACH| 262.19000 262.19| 548.30000 548.30| 527.51000 527.51 CASTING | | | 0062 720-44000 11.000 EACH| 353.27000 3885.97| 734.72000 8081.92| 706.87000 7775.57 CASTING, ADJUST TO GRADE | | | 0063 720-45030 17.000 EACH| 776.10000 13193.70| 1151.43000 19574.31| 1107.78000 18832.26 INLET, E7 | | | 0064 720-45045 22.000 EACH| 1011.77000 22258.94| 1178.85000 25934.70| 1134.15000 24951.30 INLET, J10 | | | 0065 720-45055 5.000 EACH| 1011.77000 5058.85| 1677.80000 8389.00| 1614.19000 8070.95 INLET, M10 | | | 0066 720-45260 1.000 EACH| 753.54000 753.54| 910.18000 910.18| 875.67000 875.67 PIPE CATCH BASIN, 300 mm | | | 0067 720-45410 7.000 EACH| 1209.94000 8469.58| 2050.64000 14354.48| 1972.90000 13810.30 MANHOLE, C4 | | | 0068 720-45415 5.000 EACH| 1545.82000 7729.10| 3838.10000 19190.50| 3692.59000 18462.95 MANHOLE, D4 | | | 0069 720-90017 1.000 EACH| 776.10000 776.10| 1315.92000 1315.92| 1266.03000 1266.03 INLET, J | | | 0070 730-26825 1.000 EACH| 7073.36000 7073.36| 5702.32000 5702.32| 5486.13000 5486.13 GRATED BOX END SECTION, I, 3:1, 1775 mm | | | x 1175 mm | | | 0071 801-01504 14.000 EACH| 42.00000 588.00| 43.86000 614.04| 42.20000 590.80 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0072 801-04308 4.000 EACH| 210.00000 840.00| 219.32000 877.28| 211.01000 844.04 ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06203 8357.000 m | 0.21000 1754.97| 0.22000 1838.54| 0.21000 1754.97 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0074 801-06206 136.000 mm | 0.36000 48.96| 0.33000 44.88| 0.32000 43.52 TEMPORARY PAVEMENT MARKING, 150 mm | | | 0075 801-06216 140.200 m | 1.60000 224.32| 1.64000 229.93| 1.58000 221.52 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0076 801-06606 11.000 EACH| 78.75000 866.25| 82.25000 904.75| 79.13000 870.43 BARRICADE, IIIB | | | 0077 801-06625 16.000 EACH| 94.50000 1512.00| 98.69000 1579.04| 94.95000 1519.20 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1033872 |(5) 35-0918397 |(6) 35-1151771 |GRADY BROTHERS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-06640 24.000 EACH| 78.75000 1890.00| 82.25000 1974.00| 79.13000 1899.12 CONSTRUCTION SIGN, A | | | 0079 801-06645 2.000 EACH| 36.75000 73.50| 38.38000 76.76| 36.93000 73.86 CONSTRUCTION SIGN, B | | | 0080 801-06775 LUMP| 85000.00000 85000.00| 29627.01000 29627.01| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0081 802-02489 96.200 m | 35.00000 3367.00| 38.38000 3692.16| 36.93000 3552.67 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0082 803-02310 2147.000 kg | 1.60000 3435.20| 1.75000 3757.25| 1.69000 3628.43 REINFORCING STEEL, SIGN FOUNDATION | | | 0083 803-03126 3.000 EACH| 30.00000 90.00| 32.90000 98.70| 31.65000 94.95 OVERHEAD SIGN, RELOCATE | | | 0084 803-06031 23.500 m3 | 435.00000 10222.50| 477.02000 11209.97| 458.94000 10785.09 SIGN FOUNDATIONS, CONCRETE | | | 0085 803-76125 5.000 EACH| 5332.00000 26660.00| 5847.07000 29235.35| 5625.40000 28127.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0086 805-01583 449.000 m | 27.20000 12212.80| 26.32000 11817.68| 25.32000 11368.68 CONDUIT, STEEL, GALVANIZED, 1 RACEWAY, | | | NON PAVED, 50 mm | | | 0087 805-01584 170.000 m | 29.50000 5015.00| 27.42000 4661.40| 26.38000 4484.60 CONDUIT, STEEL, GALVANIZED, 1 RACEWAY, | | | PAVED, 50 mm | | | 0088 805-01585 13.000 m | 42.90000 557.70| 42.77000 556.01| 41.15000 534.95 CONDUIT, STEEL, GALVANIZED, 2 RACEWAY, | | | NON PAVED, 50 mm | | | 0089 805-01588 2.000 m | 82.50000 165.00| 82.25000 164.50| 79.13000 158.26 CONDUIT, STEEL, GALVANIZED, 4 RACEWAY, | | | NON PAVED, 50 mm | | | 0090 805-01589 2.000 m | 88.00000 176.00| 87.73000 175.46| 84.40000 168.80 CONDUIT, STEEL, GALVANIZED, 5 RACEWAY, | | | NON PAVED, 50 mm | | | 0091 805-01815 4.000 EACH| 1793.00000 7172.00| 1787.46000 7149.84| 1719.69000 6878.76 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0092 805-01842 9.000 EACH| 632.50000 5692.50| 630.55000 5674.95| 606.64000 5459.76 HANDHOLE, SIGNAL | | | 0093 805-02087 LUMP| 1232.00000 1232.00| 1228.19000 1228.19| 1181.63000 1181.63 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0094 805-02152 4.000 EACH| 467.50000 1870.00| 466.06000 1864.24| 448.39000 1793.56 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1033872 |(5) 35-0918397 |(6) 35-1151771 |GRADY BROTHERS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 805-02327 2.000 EACH| 275.00000 550.00| 274.15000 548.30| 263.76000 527.52 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0096 805-78100 1.000 EACH| 10780.00000 10780.00| 10746.69000 10746.69| 10339.25000 10339.25 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0097 805-78205 4.000 EACH| 467.50000 1870.00| 466.06000 1864.24| 448.39000 1793.56 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0098 805-78230 4.000 EACH| 709.50000 2838.00| 707.31000 2829.24| 680.49000 2721.96 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0099 805-78415 4.000 EACH| 1430.00000 5720.00| 1425.58000 5702.32| 1371.53000 5486.12 SPAN, CATENARY, AND TETHER | | | 0100 805-78420 4.000 EACH| 203.50000 814.00| 202.87000 811.48| 195.18000 780.72 DISCONNECT HANGER | | | 0101 805-78445 1.000 EACH| 478.50000 478.50| 477.02000 477.02| 458.94000 458.94 SIGNAL SERVICE | | | 0102 805-78465 19.000 m | 6.93000 131.67| 6.91000 131.29| 6.65000 126.35 SIGNAL CABLE, 2C 8GA. | | | 0103 805-78470 2101.000 m | 1.76000 3697.76| 1.75000 3676.75| 1.69000 3550.69 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0104 805-78485 387.000 m | 5.83000 2256.21| 5.81000 2248.47| 5.59000 2163.33 SIGNAL CABLE, 5C 14GA. | | | 0105 805-78490 388.000 m | 6.27000 2432.76| 6.25000 2425.00| 6.01000 2331.88 SIGNAL CABLE, 7C 14GA. | | | 0106 805-78500 176.000 m | 7.70000 1355.20| 7.68000 1351.68| 7.39000 1300.64 SIGNAL CABLE, 11C 14GA. | | | 0107 805-78510 2094.000 m | 4.40000 9213.60| 4.39000 9192.66| 4.22000 8836.68 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0108 805-78785 18.000 EACH| 550.00000 9900.00| 603.13000 10856.34| 580.26000 10444.68 SIGNAL DETECTOR HOUSING | | | 0109 805-78795 809.000 m | 15.00000 12135.00| 16.45000 13308.05| 15.83000 12806.47 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0110 805-78900 2.000 EACH| 450.00000 900.00| 493.47000 986.94| 474.76000 949.52 PEDESTAL FOUNDATION, A | | | 0111 805-78925 1.000 EACH| 790.00000 790.00| 866.31000 866.31| 833.47000 833.47 CONTROLLER CABINET FOUNDATION, P1 | | | 0112 805-81032 4.000 EACH| 2250.00000 9000.00| 2467.35000 9869.40| 2373.81000 9495.24 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0113 805-96121 4.000 EACH| 85.00000 340.00| 372.85000 1491.40| 89.68000 358.72 PEDESTRIAN PUSH BUTTON AND SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1033872 |(5) 35-0918397 |(6) 35-1151771 |GRADY BROTHERS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 805-97114 62.000 m | 22.00000 1364.00| 24.13000 1496.06| 23.21000 1439.02 CABLE, INTERCONNECT, 6 PAIR 19 | | | 0115 805-99162 2.000 EACH| 325.00000 650.00| 356.40000 712.80| 342.89000 685.78 SIGNAL PEDESTAL, 3.4 m | | | 0116 808-06701 2737.000 m | 0.95000 2600.15| 0.99000 2709.63| 0.95000 2600.15 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0117 808-06703 965.000 m | 0.90000 868.50| 0.93000 897.45| 0.90000 868.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0118 808-06705 39.000 m | 1.80000 70.20| 1.86000 72.54| 1.79000 69.81 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0119 808-75240 482.000 m | 0.95000 457.90| 0.99000 477.18| 0.95000 457.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0120 808-75245 3062.000 m | 0.90000 2755.80| 0.93000 2847.66| 0.90000 2755.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0121 808-75297 141.000 m | 7.35000 1036.35| 7.68000 1082.88| 7.39000 1041.99 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0122 808-75300 136.000 m | 1.60000 217.60| 1.68000 228.48| 1.61000 218.96 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0123 808-75320 37.000 EACH| 44.10000 1631.70| 46.06000 1704.22| 44.31000 1639.47 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0124 808-75325 30.000 EACH| 54.60000 1638.00| 57.02000 1710.60| 54.86000 1645.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0125 808-75998 387.000 EACH| 25.20000 9752.40| 26.32000 10185.84| 25.32000 9798.84 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0126 808-92027 390.000 m | 1.80000 702.00| 1.86000 725.40| 1.79000 698.10 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0127 808-96016 60.000 m | 2.40000 144.00| 2.80000 168.00| 2.69000 161.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | SECTION TOTALS | $ 2,231,208.89| $ 2,253,841.39| $ 2,264,391.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,231,208.89| $ 2,253,841.39| $ 2,264,391.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 8.000 MOS | 2509.40000 20075.20| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 55000.00000 55000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 123000.00000 123000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 61000.00000 61000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 30.000 m | 26.25000 787.50| | GUARDRAIL, REMOVE | | | 0006 202-02272 453.000 m | 26.67000 12081.51| | PAVED SIDE DITCH, REMOVE | | | 0007 202-51328 LUMP| 1094.47000 1094.47| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51330 LUMP| 2259.38000 2259.38| | PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 1831.000 m2 | 2.96000 5419.76| | SURFACE MILLING, ASPHALT | | | 0010 202-74045 19.000 EACH| 29.40000 558.60| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-78515 LUMP| 1785.00000 1785.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91385 2.000 EACH| 215.79000 431.58| | INLET, REMOVE | | | 0013 202-96133 271.500 m | 38.11000 10346.87| | PIPE, REMOVE | | | 0014 203-02000 4242.000 m3 | 42.54000 180454.68| | EXCAVATION, COMMON | | | 0015 203-02070 2547.000 m3 | 18.37000 46788.39| | BORROW | | | 0016 205-02229 896.000 m | 8.09000 7248.64| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02234 31.000 EACH| 52.50000 1627.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02237 48.000 EACH| 31.50000 1512.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 211-02060 2931.000 m3 | 15.11000 44287.41| | B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 21.200 m3 | 145.39000 3082.27| | FLOWABLE MORTAR | | | 0021 303-04853 331.800 Mg | 14.55000 4827.69| | COMPACTED AGGREGATE | | | 0022 303-52308 917.000 Mg | 21.59000 19798.03| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 401-05437 7562.000 Mg | 39.01000 294993.62| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 5630.000 Mg | 39.36000 221596.80| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 2556.000 Mg | 54.64000 139659.84| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 406-05520 24.200 Mg | 206.44000 4995.85| | ASPHALT FOR TACK COAT | | | 0027 406-06466 11539.000 m | 2.70000 31155.30| | POLYMERIC ASPHALT JOINT TAPE | | | 0028 604-06069 162.100 m2 | 32.37000 5247.18| | CURB RAMP, CONCRETE | | | 0029 604-91531 1345.800 m2 | 28.86000 38839.79| | SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06140 2709.000 m | 54.01000 146313.09| | CURB AND GUTTER, CONCRETE | | | 0031 605-06215 81.000 m | 92.50000 7492.50| | CENTER CURB, D, CONCRETE | | | 0032 607-06335 48.000 m | 99.54000 4777.92| | PAVED SIDE DITCH, A | | | 0033 607-06350 165.000 m | 92.23000 15217.95| | PAVED SIDE DITCH, D | | | 0034 610-05527 127.300 Mg | 99.78000 12701.99| | HMA FOR APPROACHES | | | 0035 611-05330 2648.500 m2 | 38.65000 102364.53| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 615-01323 6.000 EACH| 334.10000 2004.60| | MONUMENT. IDOT CENTERLINE, INSTALL | | | 0037 616-02320 244.000 m2 | 3.31000 807.64| | GEOTEXTILES | | | 0038 616-06405 198.000 Mg | 42.43000 8401.14| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-01004 2.000 EACH| 682.50000 1365.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06560 1704.000 m2 | 0.74000 1260.96| | MULCHED SEEDING, U | | | 0041 621-06567 199.000 kL | 1.05000 208.95| | WATER | | | 0042 621-06575 11023.000 m2 | 3.05000 33620.15| | SODDING, NURSERY | | | 0043 714-06688 66.000 m | 764.08000 50429.28| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm X 600 mm | | | 0044 715-05048 2551.000 m | 7.72000 19693.72| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0045 715-05149 233.450 m | 152.68000 35643.15| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05154 702.000 m | 108.43000 76117.86| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0047 715-05156 380.000 m | 129.00000 49020.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0048 715-05169 142.500 m | 87.25000 12433.13| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0049 715-05408 200.000 m | 105.72000 21144.00| | PIPE, SANITARY SEWER, 200 mm | | | 0050 715-05422 426.000 m | 205.77000 87658.02| | PIPE, SLOTTED DRAIN, 300 mm | | | 0051 715-05711 32.000 m | 70.55000 2257.60| | PIPE, SANITARY SEWER, 150 mm | | | 0052 715-46000 9.000 EACH| 227.70000 2049.30| | PIPE END SECTION, 300 mm | | | 0053 715-46005 22.000 EACH| 249.55000 5490.10| | PIPE END SECTION, 375 mm | | | 0054 715-46020 2.000 EACH| 395.95000 791.90| | PIPE END SECTION, 600 mm | | | 0055 715-99013 81.300 m | 73.82000 6001.57| | PIPE, RELOCATE | | | 0056 718-52610 536.000 m3 | 25.69000 13769.84| | AGGREGATE FOR UNDERDRAINS | | | 0057 720-03194 2.000 EACH| 1792.45000 3584.90| | MANHOLE , SANITARY | | | 0058 720-03194 1.000 EACH| 9282.60000 9282.60| | MANHOLE , SPECIAL STRUCTURE, STR. NO. | | | 109 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 720-03194 1.000 EACH| 9400.97000 9400.97| | MANHOLE , SPECIAL STRUCTURE, STR. NO. 81| | | 0060 720-03194 1.000 EACH| 1287.77000 1287.77| | MANHOLE CURB ENTRANCE | | | 0061 720-04790 1.000 EACH| 567.57000 567.57| | CASTING | | | 0062 720-44000 11.000 EACH| 358.70000 3945.70| | CASTING, ADJUST TO GRADE | | | 0063 720-45030 17.000 EACH| 773.77000 13154.09| | INLET, E7 | | | 0064 720-45045 22.000 EACH| 983.69000 21641.18| | INLET, J10 | | | 0065 720-45055 5.000 EACH| 1022.32000 5111.60| | INLET, M10 | | | 0066 720-45260 1.000 EACH| 516.35000 516.35| | PIPE CATCH BASIN, 300 mm | | | 0067 720-45410 7.000 EACH| 1516.25000 10613.75| | MANHOLE, C4 | | | 0068 720-45415 5.000 EACH| 1875.56000 9377.80| | MANHOLE, D4 | | | 0069 720-90017 1.000 EACH| 983.57000 983.57| | INLET, J | | | 0070 730-26825 1.000 EACH| 9123.87000 9123.87| | GRATED BOX END SECTION, I, 3:1, 1775 mm | | | x 1175 mm | | | 0071 801-01504 14.000 EACH| 42.00000 588.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0072 801-04308 4.000 EACH| 210.00000 840.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06203 8357.000 m | 1.50000 12535.50| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0074 801-06206 136.000 mm | 3.00000 408.00| | TEMPORARY PAVEMENT MARKING, 150 mm | | | 0075 801-06216 140.200 m | 7.00000 981.40| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0076 801-06606 11.000 EACH| 78.75000 866.25| | BARRICADE, IIIB | | | 0077 801-06625 16.000 EACH| 94.50000 1512.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-06640 24.000 EACH| 78.75000 1890.00| | CONSTRUCTION SIGN, A | | | 0079 801-06645 2.000 EACH| 36.75000 73.50| | CONSTRUCTION SIGN, B | | | 0080 801-06775 LUMP| 118179.71000 118179.71| | MAINTAINING TRAFFIC | | | 0081 802-02489 96.200 m | 36.75000 3535.35| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0082 803-02310 2147.000 kg | 1.68000 3606.96| | REINFORCING STEEL, SIGN FOUNDATION | | | 0083 803-03126 3.000 EACH| 31.50000 94.50| | OVERHEAD SIGN, RELOCATE | | | 0084 803-06031 23.500 m3 | 600.00000 14100.00| | SIGN FOUNDATIONS, CONCRETE | | | 0085 803-76125 5.000 EACH| 5598.60000 27993.00| | SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0086 805-01583 449.000 m | 25.20000 11314.80| | CONDUIT, STEEL, GALVANIZED, 1 RACEWAY, | | | NON PAVED, 50 mm | | | 0087 805-01584 170.000 m | 26.25000 4462.50| | CONDUIT, STEEL, GALVANIZED, 1 RACEWAY, | | | PAVED, 50 mm | | | 0088 805-01585 13.000 m | 25.00000 325.00| | CONDUIT, STEEL, GALVANIZED, 2 RACEWAY, | | | NON PAVED, 50 mm | | | 0089 805-01588 2.000 m | 30.00000 60.00| | CONDUIT, STEEL, GALVANIZED, 4 RACEWAY, | | | NON PAVED, 50 mm | | | 0090 805-01589 2.000 m | 30.00000 60.00| | CONDUIT, STEEL, GALVANIZED, 5 RACEWAY, | | | NON PAVED, 50 mm | | | 0091 805-01815 4.000 EACH| 1711.50000 6846.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0092 805-01842 9.000 EACH| 603.75000 5433.75| | HANDHOLE, SIGNAL | | | 0093 805-02087 LUMP| 1176.00000 1176.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0094 805-02152 4.000 EACH| 446.25000 1785.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 805-02327 2.000 EACH| 262.50000 525.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0096 805-78100 1.000 EACH| 10290.00000 10290.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0097 805-78205 4.000 EACH| 446.25000 1785.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0098 805-78230 4.000 EACH| 677.25000 2709.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0099 805-78415 4.000 EACH| 1365.00000 5460.00| | SPAN, CATENARY, AND TETHER | | | 0100 805-78420 4.000 EACH| 194.25000 777.00| | DISCONNECT HANGER | | | 0101 805-78445 1.000 EACH| 456.75000 456.75| | SIGNAL SERVICE | | | 0102 805-78465 19.000 m | 6.62000 125.78| | SIGNAL CABLE, 2C 8GA. | | | 0103 805-78470 2101.000 m | 1.68000 3529.68| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0104 805-78485 387.000 m | 5.57000 2155.59| | SIGNAL CABLE, 5C 14GA. | | | 0105 805-78490 388.000 m | 5.99000 2324.12| | SIGNAL CABLE, 7C 14GA. | | | 0106 805-78500 176.000 m | 7.35000 1293.60| | SIGNAL CABLE, 11C 14GA. | | | 0107 805-78510 2094.000 m | 4.20000 8794.80| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0108 805-78785 18.000 EACH| 577.50000 10395.00| | SIGNAL DETECTOR HOUSING | | | 0109 805-78795 809.000 m | 15.75000 12741.75| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0110 805-78900 2.000 EACH| 472.50000 945.00| | PEDESTAL FOUNDATION, A | | | 0111 805-78925 1.000 EACH| 829.50000 829.50| | CONTROLLER CABINET FOUNDATION, P1 | | | 0112 805-81032 4.000 EACH| 2362.50000 9450.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0113 805-96121 4.000 EACH| 89.25000 357.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 270 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,380,952.38 ROUTE : CALL ORDER : 270 CONTRACT ID : R -24852-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 805-97114 62.000 m | 150.00000 9300.00| | CABLE, INTERCONNECT, 6 PAIR 19 | | | 0115 805-99162 2.000 EACH| 341.25000 682.50| | SIGNAL PEDESTAL, 3.4 m | | | 0116 808-06701 2737.000 m | 0.95000 2600.15| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0117 808-06703 965.000 m | 0.89000 858.85| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0118 808-06705 39.000 m | 1.79000 69.81| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0119 808-75240 482.000 m | 0.95000 457.90| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0120 808-75245 3062.000 m | 0.89000 2725.18| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0121 808-75297 141.000 m | 7.35000 1036.35| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0122 808-75300 136.000 m | 1.61000 218.96| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0123 808-75320 37.000 EACH| 44.10000 1631.70| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0124 808-75325 30.000 EACH| 54.60000 1638.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0125 808-75998 387.000 EACH| 25.20000 9752.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0126 808-92027 390.000 m | 1.79000 698.10| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0127 808-96016 60.000 m | 2.68000 160.80| | LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | SECTION TOTALS | $ 2,483,024.96| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,483,024.96| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 31,801.16 ROUTE : 46 CALL ORDER : 280 CONTRACT ID : R -24856-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/31/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST062300G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 14,506.48 100.0000% 2 35-1991044 JOHNSON COMPANY, INC. $ 15,864.58 109.3620% 3 35-1874009 HAUER EXCAVATING $ 17,154.00 118.2506% 4 35-2064912 B & P CONSTRUCTION $ 17,817.96 122.8275% 5 35-1418333 ROGERS GROUP, INC. $ 19,491.62 134.3649% 6 35-1924539 LANGENFELD WRECKING $ 21,731.23 149.8036% 7 35-1875662 CRIDER & CRIDER, INC. $ 27,907.01 192.3761% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1991044 |(3) 35-1874009 |YARDBERRY LANDSCAPE |JOHNSON COMPANY, INC. |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 202-03000 LUMP| 3500.00000 3500.00| 4320.00000 4320.00| 4500.00000 4500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 118 | | | 0002 202-03000 LUMP| 5000.00000 5000.00| 4600.00000 4600.00| 5556.05000 5556.05 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 120 | | | 0003 202-03000 LUMP| 3500.00000 3500.00| 4320.00000 4320.00| 5005.50000 5005.50 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 233 | | | 0004 621-01004 1.000 EACH| 500.00000 500.00| 665.00000 665.00| 620.00000 620.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.360 Mg | 450.00000 612.00| 449.00000 610.64| 350.00000 476.00 FERTILIZER | | | 0006 621-06554 102.060 kg | 8.00000 816.48| 8.38000 855.26| 4.10000 418.45 SEED MIXTURE, U | | | 0007 621-06565 1.360 Mg | 425.00000 578.00| 363.00000 493.68| 425.00000 578.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 14,506.48| $ 15,864.58| $ 17,154.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,506.48| $ 15,864.58| $ 17,154.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 31,801.16 ROUTE : 46 CALL ORDER : 280 CONTRACT ID : R -24856-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2064912 |(5) 35-1418333 |(6) 35-1924539 |B & P CONSTRUCTION |ROGERS GROUP, INC. |LANGENFELD WRECKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 202-03000 LUMP| 2000.00000 2000.00| 3977.58000 3977.58| 4400.00000 4400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 118 | | | 0002 202-03000 LUMP| 9931.00000 9931.00| 9832.70000 9832.70| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 120 | | | 0003 202-03000 LUMP| 5000.00000 5000.00| 2642.73000 2642.73| 4500.00000 4500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 233 | | | 0004 621-01004 1.000 EACH| 200.00000 200.00| 758.68000 758.68| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.360 Mg | 250.00000 340.00| 709.58000 965.03| 560.00000 761.60 FERTILIZER | | | 0006 621-06554 102.060 kg | 2.60000 265.36| 4.61000 470.50| 8.85000 903.23 SEED MIXTURE, U | | | 0007 621-06565 1.360 Mg | 60.00000 81.60| 620.88000 844.40| 490.00000 666.40 MULCHING MATERIAL | | | SECTION TOTALS | $ 17,817.96| $ 19,491.62| $ 21,731.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,817.96| $ 19,491.62| $ 21,731.23 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 31,801.16 ROUTE : 46 CALL ORDER : 280 CONTRACT ID : R -24856-A COUNTIES : MONROE LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 202-03000 LUMP| 5000.00000 5000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 118 | | | 0002 202-03000 LUMP| 10300.00000 10300.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 120 | | | 0003 202-03000 LUMP| 10700.00000 10700.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 233 | | | 0004 621-01004 1.000 EACH| 700.00000 700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.360 Mg | 480.00000 652.80| | FERTILIZER | | | 0006 621-06554 102.060 kg | 0.10000 10.21| | SEED MIXTURE, U | | | 0007 621-06565 1.360 Mg | 400.00000 544.00| | MULCHING MATERIAL | | | SECTION TOTALS | $ 27,907.01| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 27,907.01| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 28,303.53 ROUTE : 69 CALL ORDER : 290 CONTRACT ID : R -24982-A COUNTIES : POSEY LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST0052L SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1115135 PARKER, D.K. COMPANY, INC. $ 12,882.53 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 14,923.45 115.8425% 3 35-1763075 NAAS BROTHERS TRUCKING $ 17,287.77 134.1954% 4 35-1991044 JOHNSON COMPANY, INC. $ 19,431.66 150.8372% ==================================================================================================================================== |(1) 35-1115135 |(2) 35-1817574 |(3) 35-1763075 |PARKER, D.K. COMPANY, INC. |YARDBERRY LANDSCAPE |NAAS BROTHERS TRUCKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 202-03000 LUMP| 3840.00000 3840.00| 4500.00000 4500.00| 5806.84000 5806.84 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 105 | | | 0002 202-03000 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 5306.84000 5306.84 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 133 | | | 0003 202-03000 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| 5306.84000 5306.84 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0004 621-01004 1.000 EACH| 715.00000 715.00| 700.00000 700.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 0.907 Mg | 671.00000 608.60| 650.00000 589.55| 200.00000 181.40 FERTILIZER | | | 0006 621-06554 68.040 kg | 10.29000 700.13| 10.00000 680.40| 2.00000 136.08 SEED MIXTURE, U | | | 0007 621-06565 0.907 Mg | 572.00000 518.80| 500.00000 453.50| 110.00000 99.77 MULCHING MATERIAL | | | SECTION TOTALS | $ 12,882.53| $ 14,923.45| $ 17,287.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,882.53| $ 14,923.45| $ 17,287.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 28,303.53 ROUTE : 69 CALL ORDER : 290 CONTRACT ID : R -24982-A COUNTIES : POSEY LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1991044 | | |JOHNSON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 202-03000 LUMP| 5820.00000 5820.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 105 | | | 0002 202-03000 LUMP| 5820.00000 5820.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 133 | | | 0003 202-03000 LUMP| 5820.00000 5820.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0004 621-01004 1.000 EACH| 665.00000 665.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 0.907 Mg | 449.00000 407.24| | FERTILIZER | | | 0006 621-06554 68.040 kg | 8.38000 570.18| | SEED MIXTURE, U | | | 0007 621-06565 0.907 Mg | 363.00000 329.24| | MULCHING MATERIAL | | | SECTION TOTALS | $ 19,431.66| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,431.66| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 296 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 16TH ST CALL ORDER : 296 CONTRACT ID : R -24986-A COUNTIES : MARION LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/10/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 2,655,494.85 100.0000% 2 35-1057871 SMOCK FANSLER CORPORATION $ 2,708,898.53 102.0110% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,761,825.00 104.0041% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,880,605.90 108.4771% 5 35-1609544 SCHUTT-LOOKABILL CO CONDITIONAL BID $ 2,947,457.53 110.9946% ====================================================================================================================================