INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 102 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,133.00 ROUTE : 80 CALL ORDER : 102 CONTRACT ID : R -23401-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0801140 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 479,107.68 100.0000% ==================================================================================================================================== |(1) 35-1473652 | | |SLUSSER'S GREEN THUMB, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06790 3.000 MOS | 2125.00000 6375.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11745.00000 11745.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9855.00000 9855.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 616-06415 2813.000 m2 | 44.25000 124475.25| | RIPRAP, HAND LAID, 300 mm | | | 0005 732-04837 8762.000 EACH| 3.14000 27512.68| | PLUG PLANTING, ASCLEPIAS INCARNATA | | | 0006 732-04837 4696.000 EACH| 3.22000 15121.12| | PLUG PLANTING, ASTER NOVAE-ANGLIAE | | | 0007 732-04837 15830.000 EACH| 3.10000 49073.00| | PLUG PLANTING, COREOPSIS LANCEOLATA | | | 0008 732-04837 4696.000 EACH| 3.22000 15121.12| | PLUG PLANTING, ECHINACEA PURPUREA | | | 0009 732-04837 8762.000 EACH| 3.54000 31017.48| | PLUG PLANTING, FILIPENDULA RUBRA | | | 0010 732-04837 5672.000 EACH| 3.59000 20362.48| | PLUG PLANTING, GEUM TRIFLORUM | | | 0011 732-04837 3107.000 EACH| 3.31000 10284.17| | PLUG PLANTING, HELIOPSIS HELIANTHOIDES | | | 0012 732-04837 8927.000 EACH| 3.14000 28030.78| | PLUG PLANTING, LIATRIS PYCNOSTACHYA | | | 0013 732-04837 5672.000 EACH| 3.19000 18093.68| | PLUG PLANTING, MONARDA FISTULOSA | | | 0014 732-04837 3107.000 EACH| 3.31000 10284.17| | PLUG PLANTING, RATIBIDA COLUMNIFERA | | | 0015 732-04837 3107.000 EACH| 3.31000 10284.17| | PLUG PLANTING, RATIBIDA PINNATA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 102 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,133.00 ROUTE : 80 CALL ORDER : 102 CONTRACT ID : R -23401-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1473652 | | |SLUSSER'S GREEN THUMB, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 732-04837 15830.000 EACH| 3.10000 49073.00| | PLUG PLANTING, RUDBECKIA HIRTA | | | 0017 732-04837 4230.000 EACH| 3.25000 13747.50| | PLUG PLANTING, VERONIA FASCICULATA | | | 0018 621-52391 5.540 kg | 152.00000 842.08| | SEED MIXTURE, GRASS NO MOW | | | 0019 621-92968 5.650 kg | 1003.00000 5666.95| | SEED MIXTURE, WILD FLOWER SHORT MIX (WS)| | | 0020 621-92968 1.480 kg | 785.00000 1161.80| | SEED MIXTURE, WILD FLOWER ANNUAL SEED | | | MIX | | | 0021 621-92968 2.830 kg | 838.00000 2371.54| | SEED MIXTURE, WILD FLOWER MEDIUM MIX | | | (WM1) | | | 0022 621-92968 3.050 kg | 904.00000 2757.20| | SEED MIXTURE, WILD FLOWER MEDIUM MIX | | | (WM2) | | | 0023 621-92968 1.500 kg | 1034.00000 1551.00| | SEED MIXTURE, WILD FLOWER MEDIUM MIX | | | (WM3) | | | 0024 621-92968 1.020 kg | 1110.00000 1132.20| | SEED MIXTURE, WILD FLOWER TALL MIX (WT1)| | | 0025 621-92968 2.710 kg | 661.00000 1791.31| | SEED MIXTURE, WILD FLOWER TALL MIX (WT2)| | | 0026 622-05638 1070.000 EACH| 4.75000 5082.50| | PLANT, DECIDUOUS SHRUB, 450 mm OR UNDER | | | RHUS GLABRA;SMOOTH SUMAC , 18" HT. BR | | | 0027 622-05638 1070.000 EACH| 4.75000 5082.50| | PLANT, DECIDUOUS SHRUB, 450 mm OR UNDER | | | RHUS TYPHINA; STAGHORN SUMAC, 18" HT. BR| | | 0028 622-52436 10.000 EACH| 28.00000 280.00| | SIGN, DO NOT MOW OR SPRAY | | | 0029 801-06645 6.000 EACH| 58.00000 348.00| | CONSTRUCTION SIGN, B | | | 0030 802-04893 30.000 EACH| 19.50000 585.00| | REFERENCE POST | | | SECTION TOTALS | $ 479,107.68| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 479,107.68| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 106 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,789.01 ROUTE : SR 28 CALL ORDER : 106 CONTRACT ID : R -23909-A COUNTIES : MADISON LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1069006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 592,000.00 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | 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 | 1700.00000 20400.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11643.54000 11643.54| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 29600.00000 29600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| | CLEARING RIGHT OF WAY | | | 0005 202-60820 517.000 m2 | 9.00000 4653.00| | SURFACE MILLING, ASPHALT | | | 0006 203-02000 3354.000 m3 | 9.40000 31527.60| | EXCAVATION, COMMON | | | 0007 205-02229 45.000 m | 6.50000 292.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 205-02234 5.000 EACH| 29.00000 145.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 211-02060 48.000 m3 | 33.65000 1615.20| | B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-04075 17.000 Mg | 55.00000 935.00| | COMPACTED AGGREGATE, O, 73 | | | 0011 303-52308 1958.000 Mg | 19.50000 38181.00| | COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 43.000 Mg | 150.00000 6450.00| | HMA FOR PATCHING | | | 0013 402-05468 3589.000 Mg | 42.00000 150738.00| | HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 1590.000 Mg | 36.00000 57240.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 106 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,789.01 ROUTE : SR 28 CALL ORDER : 106 CONTRACT ID : R -23909-A COUNTIES : MADISON LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05477 720.000 Mg | 51.00000 36720.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05490 548.000 Mg | 53.00000 29044.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0017 402-05495 700.000 Mg | 48.00000 33600.00| | HMA WEDGE AND LEVEL | | | 0018 405-05517 2.800 Mg | 550.00000 1540.00| | ASPHALT FOR PRIME COAT | | | 0019 406-05520 10.800 Mg | 220.00000 2376.00| | ASPHALT FOR TACK COAT | | | 0020 605-02042 1.000 EACH| 1300.00000 1300.00| | CURB AND GUTTER TURNOUT, CONCRETE | | | 0021 605-06160 75.000 m | 45.00000 3375.00| | CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0022 610-05527 68.000 Mg | 105.00000 7140.00| | HMA FOR APPROACHES | | | 0023 611-05330 70.000 m2 | 56.30000 3941.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0024 611-06497 3.000 EACH| 135.00000 405.00| | MAILBOX ASSEMBLY, SINGLE | | | 0025 615-06490 30.000 EACH| 115.00000 3450.00| | RIGHT OF WAY MARKER | | | 0026 615-06527 1.000 EACH| 345.00000 345.00| | MONUMENT, SECTION CORNER | | | 0027 621-01004 1.000 EACH| 550.00000 550.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 0.900 Mg | 680.00000 612.00| | FERTILIZER | | | 0029 621-06553 177.000 kg | 6.82000 1207.14| | SEED MIXTURE, R | | | 0030 621-06565 4.200 Mg | 535.00000 2247.00| | MULCHING MATERIAL | | | 0031 621-06567 21.100 kL | 1.00000 21.10| | WATER | | | 0032 621-06575 1164.500 m2 | 3.90000 4541.55| | SODDING, NURSERY | | | 0033 715-05021 18.000 m | 96.50000 1737.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0034 715-05031 68.000 m | 66.80000 4542.40| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 106 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,789.01 ROUTE : SR 28 CALL ORDER : 106 CONTRACT ID : R -23909-A COUNTIES : MADISON LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-05048 1334.000 m | 9.60000 12806.40| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0036 715-05053 49.000 m | 27.35000 1340.15| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0037 715-05121 46.500 m | 67.00000 3115.50| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0038 715-46005 4.000 EACH| 245.00000 980.00| | PIPE END SECTION, 375 mm | | | 0039 715-46010 6.000 EACH| 265.00000 1590.00| | PIPE END SECTION, 450 mm | | | 0040 718-06529 7.000 EACH| 630.00000 4410.00| | OUTLET PROTECTOR, 2 | | | 0041 718-06532 1000.000 m | 2.75000 2750.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0042 718-52610 267.000 m3 | 28.35000 7569.45| | AGGREGATE FOR UNDERDRAINS | | | 0043 718-99153 1669.000 m2 | 1.25000 2086.25| | GEOTEXTILES FOR UNDERDRAIN | | | 0044 801-06203 11368.000 m | 0.10000 1136.80| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06216 40.000 m | 1.20000 48.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0046 801-06640 16.000 EACH| 75.00000 1200.00| | CONSTRUCTION SIGN, A | | | 0047 801-06645 8.000 EACH| 30.00000 240.00| | CONSTRUCTION SIGN, B | | | 0048 802-05701 8.860 m | 75.30000 667.16| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0049 802-05702 19.700 m | 54.99000 1083.30| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0050 802-76025 4.080 m2 | 188.27000 768.14| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0051 802-76030 1.080 m2 | 175.89000 189.96| | SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0052 802-76045 1.620 m2 | 194.51000 315.11| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 106 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,789.01 ROUTE : SR 28 CALL ORDER : 106 CONTRACT ID : R -23909-A COUNTIES : MADISON LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-06703 914.000 m | 0.92000 840.88| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0054 808-06713 1648.000 m | 0.09000 148.32| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-75245 2370.000 m | 0.92000 2180.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0056 808-75290 124.000 m | 9.50000 1178.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0057 808-75297 20.000 m | 9.50000 190.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0058 808-75320 12.000 EACH| 42.00000 504.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0059 808-75325 12.000 EACH| 54.00000 648.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0060 808-75998 171.000 EACH| 28.65000 4899.15| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 801-06775 LUMP| 35000.00000 35000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 592,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 592,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,806,126.94 ROUTE : 70 CALL ORDER : 110 CONTRACT ID : R -24411-A COUNTIES : WAYNE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0705131 0705131 0705131 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 6,432,254.75 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 6,514,462.83 101.2780% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 6,966,580.84 108.3069% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1618530 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 12.000 MOS | 1275.00000 15300.00| 1200.00000 14400.00| 1400.00000 16800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 44000.00000 44000.00| 35000.00000 35000.00| 28000.00000 28000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 320000.00000 320000.00| 325000.00000 325000.00| 348329.00000 348329.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 1191.200 m2 | 13.00000 15485.60| 14.00000 16676.80| 23.25000 27695.40 PAVEMENT, REMOVE | | | 0005 202-02241 1082.200 m | 8.40000 9090.48| 6.00000 6493.20| 5.80000 6276.76 GUARDRAIL, REMOVE | | | 0006 202-05441 1000.000 m2 | 15.00000 15000.00| 16.00000 16000.00| 30.00000 30000.00 GRIND CONCRETE PAVEMENT | | | 0007 202-51328 LUMP| 70000.00000 70000.00| 35000.00000 35000.00| 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0008 202-51328 LUMP| 60000.00000 60000.00| 50000.00000 50000.00| 85000.00000 85000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0009 202-51328 LUMP| 25000.00000 25000.00| 21000.00000 21000.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0010 202-51328 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0011 202-51368 40.000 m2 | 12.00000 480.00| 40.00000 1600.00| 150.00000 6000.00 SLOPEWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 110 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,806,126.94 ROUTE : 70 CALL ORDER : 110 CONTRACT ID : R -24411-A COUNTIES : WAYNE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1618530 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51822 474.000 m2 | 10.00000 4740.00| 13.00000 6162.00| 12.00000 5688.00 BRIDGE DECK OVERLAY, REMOVE | | | 0013 202-60820 184548.000 m2 | 0.98000 180857.04| 1.15000 212230.20| 0.92000 169784.16 SURFACE MILLING, ASPHALT | | | 0014 202-60822 440.000 m2 | 10.00000 4400.00| 12.00000 5280.00| 8.50000 3740.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0015 202-74025 125.000 m | 9.50000 1187.50| 11.00000 1375.00| 10.00000 1250.00 FENCE, REMOVE | | | 0016 203-02000 7944.000 m3 | 13.50000 107244.00| 5.00000 39720.00| 7.85000 62360.40 EXCAVATION, COMMON | | | 0017 203-02070 3986.000 m3 | 10.00000 39860.00| 11.00000 43846.00| 12.00000 47832.00 BORROW | | | 0018 203-02080 2.570 km | 4000.00000 10280.00| 55000.00000 141350.00| 11000.00000 28270.00 LINEAR GRADING | | | 0019 203-51223 1500.000 m3 | 13.00000 19500.00| 13.00000 19500.00| 20.00000 30000.00 EXCAVATION, WATERWAY | | | 0020 205-02229 69.000 m | 9.35000 645.15| 14.00000 966.00| 9.35000 645.15 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0021 205-02236 2.000 EACH| 60.00000 120.00| 90.00000 180.00| 60.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0022 206-51230 230.000 m3 | 8.00000 1840.00| 32.00000 7360.00| 20.00000 4600.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 211-02060 201.200 m3 | 19.00000 3822.80| 50.00000 10060.00| 35.00000 7042.00 B BORROW FOR STRUCTURE BACKFILL | | | 0024 211-06467 127.000 m3 | 65.00000 8255.00| 60.00000 7620.00| 60.00000 7620.00 AGGREGATE FOR END BENT BACKFILL | | | 0025 213-52830 1.000 m3 | 200.00000 200.00| 100.00000 100.00| 165.00000 165.00 FLOWABLE MORTAR | | | 0026 303-52308 436.000 Mg | 32.50000 14170.00| 20.00000 8720.00| 30.00000 13080.00 COMPACTED AGGREGATE, O, 53 | | | 0027 305-05204 1814.000 Mg | 170.00000 308380.00| 180.00000 326520.00| 200.00000 362800.00 HMA FOR PATCHING | | | 0028 305-93341 2450.000 m | 7.65000 18742.50| 8.00000 19600.00| 7.50000 18375.00 SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0029 305-93342 3000.000 m | 8.50000 25500.00| 9.00000 27000.00| 7.50000 22500.00 SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0030 401-05456 20222.000 Mg | 63.10000 1276008.20| 65.00000 1314430.00| 55.00000 1112210.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE --SMA| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 110 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,806,126.94 ROUTE : 70 CALL ORDER : 110 CONTRACT ID : R -24411-A COUNTIES : WAYNE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1618530 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 402-05468 8919.000 Mg | 31.20000 278272.80| 33.00000 294327.00| 35.00000 312165.00 HMA BASE 25.0 mm, MAINLINE | | | 0032 402-05474 2099.000 Mg | 33.65000 70631.35| 35.00000 73465.00| 40.00000 83960.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0033 402-05477 948.000 Mg | 46.80000 44366.40| 48.00000 45504.00| 50.00000 47400.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0034 406-05520 52.100 Mg | 200.00000 10420.00| 225.00000 11722.50| 225.00000 11722.50 ASPHALT FOR TACK COAT | | | 0035 406-05521 9414.000 m2 | 0.04000 376.56| 0.05000 470.70| 0.05000 470.70 ASPHALT FOR TACK COAT | | | 0036 501-04966 780.000 EACH| 90.00000 70200.00| 22.00000 17160.00| 25.00000 19500.00 DOWEL BAR ASSEMBLY, RETROFIT | | | 0037 501-05310 60.800 m | 350.00000 21280.00| 300.00000 18240.00| 525.00000 31920.00 TERMINAL JOINT | | | 0038 502-06327 1356.000 m2 | 65.00000 88140.00| 55.00000 74580.00| 30.00000 40680.00 PCCP, 250 mm | | | 0039 506-06333 2113.000 m2 | 130.00000 274690.00| 110.00000 232430.00| 160.00000 338080.00 PCCP PATCHING, FULL DEPTH | | | 0040 601-01522 18.000 EACH| 1200.00000 21600.00| 1200.00000 21600.00| 1125.00000 20250.00 GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-01848 1.000 EACH| 1700.00000 1700.00| 1600.00000 1600.00| 1565.00000 1565.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0042 601-04746 7.000 EACH| 6050.00000 42350.00| 6500.00000 45500.00| 8100.00000 56700.00 ENERGY ABSORBING TERMINAL, CZ | | | 0043 601-05999 4.000 EACH| 36.75000 147.00| 42.00000 168.00| 40.00000 160.00 CURVED TERMINAL END | | | 0044 601-06037 3.000 EACH| 575.00000 1725.00| 600.00000 1800.00| 550.00000 1650.00 GUARDRAIL END TREATMENT, I | | | 0045 601-94689 2.000 EACH| 2250.00000 4500.00| 2300.00000 4600.00| 2200.00000 4400.00 GUARDRAIL END TREATMENT, OS | | | 0046 601-94690 6.000 EACH| 3200.00000 19200.00| 3300.00000 19800.00| 3100.00000 18600.00 GUARDRAIL END TREATMENT, MS | | | 0047 601-97774 1.000 EACH| 865.00000 865.00| 1200.00000 1200.00| 1100.00000 1100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0048 601-97803 1.000 EACH| 2350.00000 2350.00| 2200.00000 2200.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0049 601-99105 817.150 m | 33.50000 27374.53| 33.00000 26965.95| 30.60000 25004.79 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 110 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,806,126.94 ROUTE : 70 CALL ORDER : 110 CONTRACT ID : R -24411-A COUNTIES : WAYNE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1618530 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 601-99108 466.285 m | 46.00000 21449.11| 48.00000 22381.68| 45.45000 21192.65 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0051 601-99123 8.000 EACH| 1825.00000 14600.00| 2100.00000 16800.00| 1950.00000 15600.00 GUARDRAIL TRANSITION, GP | | | 0052 601-99132 3.000 EACH| 155.00000 465.00| 55.00000 165.00| 50.00000 150.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0053 602-06639 1378.500 m | 66.00000 90981.00| 90.00000 124065.00| 35.00000 48247.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0054 602-06646 1537.700 m | 64.00000 98412.80| 75.00000 115327.50| 32.00000 49206.40 TEMPORARY CONCRETE BARRIER | | | 0055 602-06729 184.000 EACH| 8.75000 1610.00| 7.00000 1288.00| 8.20000 1508.80 BARRIER DELINEATOR | | | 0056 603-06040 96.000 m | 36.75000 3528.00| 48.00000 4608.00| 45.00000 4320.00 FENCE, FARM FIELD, 1190 mm | | | 0057 610-05527 8559.000 Mg | 44.75000 383015.25| 46.50000 397993.50| 50.00000 427950.00 HMA FOR APPROACHES | | | 0058 610-06257 840.000 m2 | 60.00000 50400.00| 65.00000 54600.00| 61.00000 51240.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0059 610-06262 368.000 m2 | 83.00000 30544.00| 85.00000 31280.00| 70.00000 25760.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0060 616-02320 1604.000 m2 | 2.05000 3288.20| 7.00000 11228.00| 4.00000 6416.00 GEOTEXTILES | | | 0061 616-05688 776.000 Mg | 31.50000 24444.00| 25.00000 19400.00| 35.00000 27160.00 RIPRAP, CLASS 1 | | | 0062 616-06405 323.000 Mg | 44.00000 14212.00| 25.00000 8075.00| 28.00000 9044.00 RIPRAP, REVETMENT | | | 0063 616-06455 40.000 m2 | 70.00000 2800.00| 60.00000 2400.00| 75.00000 3000.00 SLOPEWALL | | | 0064 619-05926 LUMP| 1000.00000 1000.00| 1550.00000 1550.00| 6000.00000 6000.00 ENVIRONMENTAL CONTROL , BR. NO. 1 | | | 0065 619-05926 LUMP| 1000.00000 1000.00| 1550.00000 1550.00| 6000.00000 6000.00 ENVIRONMENTAL CONTROL , BR. NO. 2 | | | 0066 619-51859 LUMP| 30000.00000 30000.00| 12500.00000 12500.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , BR. NO. 1 | | | 0067 619-51859 LUMP| 15000.00000 15000.00| 10500.00000 10500.00| 20000.00000 20000.00 PAINT STEEL BRIDGE , BR. NO. 2 | | | 0068 619-61000 LUMP| 30000.00000 30000.00| 65000.00000 65000.00| 80000.00000 80000.00 CLEAN STEEL BRIDGE , BR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 110 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,806,126.94 ROUTE : 70 CALL ORDER : 110 CONTRACT ID : R -24411-A COUNTIES : WAYNE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1618530 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 619-61000 LUMP| 13000.00000 13000.00| 22000.00000 22000.00| 42000.00000 42000.00 CLEAN STEEL BRIDGE , BR. NO. 2 | | | 0070 621-01004 7.000 EACH| 1000.00000 7000.00| 700.00000 4900.00| 950.00000 6650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0071 621-06545 2.800 Mg | 665.00000 1862.00| 575.00000 1610.00| 640.00000 1792.00 FERTILIZER | | | 0072 621-06553 534.000 kg | 8.90000 4752.60| 9.00000 4806.00| 8.60000 4592.40 SEED MIXTURE, R | | | 0073 621-06557 24.000 kg | 11.50000 276.00| 12.00000 288.00| 11.00000 264.00 SEED MIXTURE, T | | | 0074 621-06559 150.000 m2 | 0.46000 69.00| 5.00000 750.00| 0.45000 67.50 MULCHED SEEDING, R | | | 0075 621-06565 13.900 Mg | 520.00000 7228.00| 550.00000 7645.00| 495.00000 6880.50 MULCHING MATERIAL | | | 0076 701-96089 192.000 m | 97.25000 18672.00| 150.00000 28800.00| 105.00000 20160.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0077 702-03607 8.000 EACH| 100.00000 800.00| 150.00000 1200.00| 200.00000 1600.00 CORED HOLE IN CONCRETE | | | 0078 702-51005 124.600 m3 | 750.00000 93450.00| 600.00000 74760.00| 700.00000 87220.00 CONCRETE, A, SUBSTRUCTURE | | | 0079 702-51110 1106.600 kg | 5.00000 5533.00| 5.00000 5533.00| 5.00000 5533.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0080 702-51863 2608.000 EACH| 5.50000 14344.00| 12.00000 31296.00| 10.00000 26080.00 FIELD DRILLED HOLE IN CONCRETE | | | 0081 703-51030 16832.000 kg | 1.10000 18515.20| 1.20000 20198.40| 1.00000 16832.00 REINFORCING STEEL | | | 0082 703-51032 141154.000 kg | 1.20000 169384.80| 1.30000 183500.20| 1.20000 169384.80 REINFORCING STEEL, EPOXY COATED | | | 0083 703-97936 464.000 EACH| 8.00000 3712.00| 20.00000 9280.00| 8.00000 3712.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0084 704-51002 671.400 m3 | 700.00000 469980.00| 475.00000 318915.00| 550.00000 369270.00 CONCRETE, C, SUPERSTRUCTURE | | | 0085 706-05734 24.000 EACH| 1300.00000 31200.00| 1300.00000 31200.00| 1350.00000 32400.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0086 706-51020 178.800 m3 | 480.00000 85824.00| 450.00000 80460.00| 425.00000 75990.00 CONCRETE, C, RAILING | | | 0087 709-51821 LUMP| 5500.00000 5500.00| 5500.00000 5500.00| 5400.00000 5400.00 SURFACE SEAL , BR. NO. 2 | | | 0088 709-51821 LUMP| 1400.00000 1400.00| 1500.00000 1500.00| 1500.00000 1500.00 SURFACE SEAL , BR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 110 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,806,126.94 ROUTE : 70 CALL ORDER : 110 CONTRACT ID : R -24411-A COUNTIES : WAYNE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1618530 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 709-51821 LUMP| 12000.00000 12000.00| 13000.00000 13000.00| 12500.00000 12500.00 SURFACE SEAL , STR. NO. 1 | | | 0090 709-51821 LUMP| 100.00000 100.00| 1100.00000 1100.00| 1050.00000 1050.00 SURFACE SEAL , STR. NO. 4 | | | 0091 710-51864 468.000 EACH| 13.50000 6318.00| 20.00000 9360.00| 18.00000 8424.00 FIELD DRILLED HOLE | | | 0092 711-51038 LUMP| 60000.00000 60000.00| 30000.00000 30000.00| 35000.00000 35000.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0093 711-51877 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 40000.00000 40000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0094 711-51877 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 50000.00000 50000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0095 711-96800 9180.000 EACH| 1.50000 13770.00| 2.25000 20655.00| 1.50000 13770.00 STUD SHEAR CONNECTOR | | | 0096 713-51335 LUMP| 270000.00000 270000.00| 275000.00000 275000.00| 425175.00000 425175.00 TEMPORARY BRIDGE AND APPROACHES , STR. | | | NO. 1 | | | 0097 715-05118 184.000 m | 98.00000 18032.00| 80.00000 14720.00| 50.00000 9200.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0098 715-05119 198.000 m | 130.00000 25740.00| 90.00000 17820.00| 60.00000 11880.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0099 715-05407 222.000 m | 12.00000 2664.00| 25.00000 5550.00| 30.00000 6660.00 PIPE, END BENT DRAIN, 150 mm | | | 0100 715-05596 2.000 m | 300.00000 600.00| 250.00000 500.00| 250.00000 500.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0101 715-05756 2.000 m | 300.00000 600.00| 230.00000 460.00| 220.00000 440.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0102 715-46005 2.000 EACH| 225.00000 450.00| 210.00000 420.00| 300.00000 600.00 PIPE END SECTION, 375 mm | | | 0103 715-91361 7.400 m | 55.00000 407.00| 125.00000 925.00| 300.00000 2220.00 PIPE, PVC, 150 mm | | | 0104 720-44000 2.000 EACH| 300.00000 600.00| 650.00000 1300.00| 550.00000 1100.00 CASTING, ADJUST TO GRADE | | | 0105 720-45065 3.000 EACH| 2500.00000 7500.00| 3100.00000 9300.00| 2600.00000 7800.00 INLET, N12 | | | 0106 720-45066 1.000 EACH| 4500.00000 4500.00| 3300.00000 3300.00| 3000.00000 3000.00 INLET, N12, MODIFIED | | | 0107 720-45075 8.000 EACH| 1050.00000 8400.00| 1700.00000 13600.00| 1500.00000 12000.00 INLET, R13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 110 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,806,126.94 ROUTE : 70 CALL ORDER : 110 CONTRACT ID : R -24411-A COUNTIES : WAYNE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1618530 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 722-51401 8.000 m2 | 450.00000 3600.00| 600.00000 4800.00| 150.00000 1200.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0109 722-51842 556.000 m2 | 65.00000 36140.00| 70.00000 38920.00| 52.50000 29190.00 BRIDGE DECK OVERLAY | | | 0110 722-51846 8.100 m3 | 395.00000 3199.50| 395.00000 3199.50| 395.00000 3199.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0111 722-51852 28.000 m2 | 135.00000 3780.00| 120.00000 3360.00| 12.50000 350.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0112 722-60824 474.000 m2 | 3.00000 1422.00| 6.00000 2844.00| 11.00000 5214.00 SURFACE MILLING | | | 0113 724-03276 27.200 m | 375.00000 10200.00| 225.00000 6120.00| 625.00000 17000.00 EXPANSION JOINT SEALING SYSTEM | | | 0114 726-92406 54.000 EACH| 400.00000 21600.00| 300.00000 16200.00| 250.00000 13500.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0115 726-93267 36.000 EACH| 185.00000 6660.00| 350.00000 12600.00| 275.00000 9900.00 BEARING ASSEMBLY, A | | | 0116 726-96576 18.000 EACH| 1200.00000 21600.00| 1400.00000 25200.00| 1150.00000 20700.00 BEARING ASSEMBLY, FIXED | | | 0117 801-01093 14.000 EACH| 410.00000 5740.00| 725.00000 10150.00| 725.00000 10150.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0118 801-04308 1.000 EACH| 410.00000 410.00| 725.00000 725.00| 725.00000 725.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0119 801-06203 3028.000 m | 0.57000 1725.96| 0.25000 757.00| 0.58000 1756.24 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0120 801-06204 2630.000 m | 2.10000 5523.00| 0.30000 789.00| 3.20000 8416.00 TEMPORARY PAVEMENT MARKING, 125 mm | | | 0121 801-06207 8346.000 m | 3.00000 25038.00| 3.10000 25872.60| 3.00000 25038.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0122 801-06208 2630.000 m | 5.00000 13150.00| 3.85000 10125.50| 4.00000 10520.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0123 801-06605 11.000 EACH| 100.00000 1100.00| 110.00000 1210.00| 125.00000 1375.00 BARRICADE, IIIA | | | 0124 801-06640 71.000 EACH| 100.00000 7100.00| 100.00000 7100.00| 125.00000 8875.00 CONSTRUCTION SIGN, A | | | 0125 801-06645 17.000 EACH| 26.00000 442.00| 40.00000 680.00| 30.00000 510.00 CONSTRUCTION SIGN, B | | | 0126 801-06710 970.000 DAY | 12.50000 12125.00| 18.00000 17460.00| 22.00000 21340.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 110 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,806,126.94 ROUTE : 70 CALL ORDER : 110 CONTRACT ID : R -24411-A COUNTIES : WAYNE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1618530 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0127 801-06775 LUMP| 111000.00000 111000.00| 165000.00000 165000.00| 200000.00000 200000.00 MAINTAINING TRAFFIC | | | 0128 801-09133 2.000 EACH| 7200.00000 14400.00| 6000.00000 12000.00| 9000.00000 18000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0129 801-97643 607.000 m | 11.00000 6677.00| 17.00000 10319.00| 10.50000 6373.50 TEMPORARY BUZZ STRIPS | | | 0130 802-96800 4968.000 EACH| 1.50000 7452.00| 2.50000 12420.00| 1.55000 7700.40 SHEAR STUD CONNECTOR | | | 0131 804-06740 264.000 EACH| 16.25000 4290.00| 16.00000 4224.00| 15.75000 4158.00 DELINEATOR WITH POST, D2 | | | 0132 805-05406 1.000 EACH| 18400.00000 18400.00| 35000.00000 35000.00| 21000.00000 21000.00 DATA COLLECTION SITE | | | 0133 808-06702 5820.000 m | 1.25000 7275.00| 1.25000 7275.00| 1.20000 6984.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0134 808-06711 358.000 m | 0.17000 60.86| 0.20000 71.60| 0.17000 60.86 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0135 808-06713 30760.000 m | 0.17000 5229.20| 0.20000 6152.00| 0.17000 5229.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0136 808-06714 30790.000 m | 0.17000 5234.30| 0.20000 6158.00| 0.17000 5234.30 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0137 808-06716 2616.000 m | 0.90000 2354.40| 1.40000 3662.40| 1.00000 2616.00 LINE, REMOVE | | | 0138 808-75001 403.000 m | 0.22000 88.66| 0.20000 80.60| 0.21000 84.63 LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0139 808-75996 1234.000 EACH| 4.00000 4936.00| 3.00000 3702.00| 2.70000 3331.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0140 808-75998 1276.000 EACH| 22.00000 28072.00| 25.00000 31900.00| 21.00000 26796.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0141 713-51335 LUMP| 110000.00000 110000.00| 125000.00000 125000.00| 250000.00000 250000.00 TEMPORARY BRIDGE AND APPROACHES , STR. | | | NO. 2 | | | 0142 713-51335 LUMP| 100000.00000 100000.00| 90000.00000 90000.00| 225000.00000 225000.00 TEMPORARY BRIDGE AND APPROACHES , STR. | | | NO. 3 | | | SECTION TOTALS | $ 6,432,254.75| $ 6,514,462.83| $ 6,966,580.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,432,254.75| $ 6,514,462.83| $ 6,966,580.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,350.01 ROUTE : 164 CALL ORDER : 120 CONTRACT ID : R -24876-A COUNTIES : VANDERBURGH LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0641102 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 497,524.70 100.0000% 2 35-1139301 E & B PAVING, INC. $ 571,511.48 114.8709% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MILL SURFACE AND ASPHALT OVERLAY | | | 0001 105-06790 7.000 MOS | 800.00000 5600.00| 1750.00000 12250.00| FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 24000.00000 24000.00| 28000.00000 28000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 32000.000 SYS | 0.80000 25600.00| 1.41000 45120.00| SURFACE MILLING, ASPHALT | | | 0004 202-60822 1600.000 SYS | 16.00000 25600.00| 8.90000 14240.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0005 202-94954 600.000 LFT | 8.50000 5100.00| 91.50000 54900.00| BARRIER WALL, CONCRETE, REMOVE | | | 0006 203-02000 140.000 CYS | 24.00000 3360.00| 20.00000 2800.00| EXCAVATION, COMMON | | | 0007 203-02131 24.000 CYS | 51.00000 1224.00| 25.00000 600.00| EXPLORATORY EXCAVATION | | | 0008 203-96153 225.000 TON | 24.00000 5400.00| 16.50000 3712.50| BACKFILL, STONE FOR UNDERCUT | | | 0009 303-04075 250.000 TON | 24.00000 6000.00| 27.50000 6875.00| COMPACTED AGGREGATE, O, 73 | | | 0010 305-05204 170.000 TON | 82.00000 13940.00| 85.00000 14450.00| HMA FOR PATCHING | | | 0011 305-06569 625.000 LFT | 2.50000 1562.50| 2.00000 1250.00| SAWING AND SEALING TRANSVERSE JOINTS | | | 0012 305-06571 24.000 EACH| 15.00000 360.00| 25.00000 600.00| RETROFIT LOAD TRANSFER | | | 0013 305-92470 300.000 SYS | 48.00000 14400.00| 150.00000 45000.00| PORTLAND CEMENT CONCRETE FOR PATCHING | | | 0014 305-98794 30.000 TON | 35.00000 1050.00| 22.00000 660.00| COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,350.01 ROUTE : 164 CALL ORDER : 120 CONTRACT ID : R -24876-A COUNTIES : VANDERBURGH LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05456 3000.000 TON | 53.00000 159000.00| 57.00000 171000.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05495 1000.000 TON | 77.00000 77000.00| 57.00000 57000.00| HMA WEDGE AND LEVEL | | | 0017 406-05520 12.000 TON | 175.00000 2100.00| 185.00000 2220.00| ASPHALT FOR TACK COAT | | | 0018 501-90283 150.000 LFT | 25.00000 3750.00| 10.00000 1500.00| CONTRACTION JOINT, D-1, MODIFIED | | | 0019 503-03489 32.000 EACH| 22.00000 704.00| 16.00000 512.00| RETROFITTED TIE BARS | | | 0020 602-06032 600.000 LFT | 33.00000 19800.00| 50.00000 30000.00| BARRIER, MEDIAN, CONCRETE | | | 0021 715-03404 96.000 LFT | 78.00000 7488.00| 45.00000 4320.00| PIPE, POLYETHYLENE LINER, 18 IN. | | | 0022 715-05048 165.000 LFT | 5.00000 825.00| 7.00000 1155.00| PIPE, TYPE 4, CIRCULAR, 6 IN. PERFORATED| | | 0023 718-99153 120.000 SYS | 2.00000 240.00| 2.50000 300.00| GEOTEXTILES FOR UNDERDRAIN | | | 0024 720-44000 4.000 EACH| 600.00000 2400.00| 415.00000 1660.00| CASTING, ADJUST TO GRADE | | | 0025 801-04308 1.000 EACH| 350.00000 350.00| 395.00000 395.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0026 801-06198 33.000 DAY | 606.00000 19998.00| 555.06000 18316.98| PATROLLER | | | 0027 801-06207 1500.000 LFT | 2.00000 3000.00| 1.17000 1755.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06605 4.000 EACH| 250.00000 1000.00| 95.00000 380.00| BARRICADE, IIIA | | | 0029 801-06640 62.000 EACH| 120.00000 7440.00| 59.00000 3658.00| CONSTRUCTION SIGN, A | | | 0030 801-06710 66.000 DAY | 20.00000 1320.00| 14.00000 924.00| FLASHING ARROW SIGN | | | 0031 801-06775 LUMP| 15000.00000 15000.00| 18500.00000 18500.00| MAINTAINING TRAFFIC | | | 0032 801-09133 4.000 EACH| 7800.00000 31200.00| 4995.00000 19980.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0033 808-06705 600.000 LFT | 0.75000 450.00| 0.75000 450.00| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0034 808-06713 11000.000 LFT | 0.05900 649.00| 0.06000 660.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,350.01 ROUTE : 164 CALL ORDER : 120 CONTRACT ID : R -24876-A COUNTIES : VANDERBURGH LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-06714 9800.000 LFT | 0.05900 578.20| 0.06000 588.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0036 808-06716 300.000 LFT | 1.00000 300.00| 1.00000 300.00| LINE, REMOVE | | | 0037 808-75001 1500.000 LFT | 0.07400 111.00| 0.07000 105.00| LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0038 808-75320 5.000 EACH| 55.00000 275.00| 55.00000 275.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0039 808-75996 170.000 EACH| 20.00000 3400.00| 5.00000 850.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0040 808-75998 170.000 EACH| 35.00000 5950.00| 25.00000 4250.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 497,524.70| $ 571,511.48| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 497,524.70| $ 571,511.48| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 122 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,820,733.62 ROUTE : 65 CALL ORDER : 122 CONTRACT ID : R -24941-B COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0658139 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 1,802,216.41 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 1,845,532.43 102.4034% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,223,306.76 123.3651% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 1200.00000 7200.00| 2200.00000 13200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 42000.00000 42000.00| 35000.00000 35000.00| 23900.00000 23900.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 90000.00000 90000.00| 85000.00000 85000.00| 52500.00000 52500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 2292.000 m | 7.25000 16617.00| 7.25000 16617.00| 10.00000 22920.00 GUARDRAIL, REMOVE | | | 0005 202-60820 223705.000 m2 | 0.48000 107378.40| 0.85000 190149.25| 0.55000 123037.75 SURFACE MILLING, ASPHALT | | | 0006 202-93741 14.000 EACH| 125.00000 1750.00| 125.00000 1750.00| 142.00000 1988.00 GUARD RAIL END TREATMENT, REMOVE | | | 0007 211-02060 27.000 m3 | 30.00000 810.00| 20.00000 540.00| 22.00000 594.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 213-52830 18.100 m3 | 500.00000 9050.00| 125.00000 2262.50| 196.00000 3547.60 FLOWABLE MORTAR | | | 0009 305-05204 190.000 Mg | 55.00000 10450.00| 65.00000 12350.00| 92.50000 17575.00 HMA FOR PATCHING | | | 0010 401-06962 24780.300 Mg | 43.00000 1065552.90| 44.75000 1108918.43| 54.60000 1353004.38 QC/QA HMA SURFACE 9.5 mm, MAINLINE, SMA | | | 0011 402-05488 138.000 Mg | 60.00000 8280.00| 32.75000 4519.50| 51.00000 7038.00 HMA INTERMEDIATE C19.0 mm, SHOULDER | | | 0012 406-05520 65.000 Mg | 240.00000 15600.00| 300.00000 19500.00| 281.00000 18265.00 ASPHALT FOR TACK COAT | | | 0013 506-06333 389.000 m2 | 125.00000 48625.00| 130.00000 50570.00| 150.00000 58350.00 PCCP PATCHING, FULL DEPTH | | | 0014 601-94689 14.000 EACH| 2425.00000 33950.00| 2425.00000 33950.00| 3900.00000 54600.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 122 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,820,733.62 ROUTE : 65 CALL ORDER : 122 CONTRACT ID : R -24941-B COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-97774 1.000 EACH| 825.00000 825.00| 825.00000 825.00| 2400.00000 2400.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0016 601-99105 2168.000 m | 31.75000 68834.00| 31.75000 68834.00| 36.00000 78048.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 150.000 m | 75.00000 11250.00| 45.00000 6750.00| 59.50000 8925.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 616-02320 500.000 m2 | 3.00000 1500.00| 1.25000 625.00| 1.35000 675.00 GEOTEXTILES | | | 0019 621-06574 27.500 m2 | 52.00000 1430.00| 52.00000 1430.00| 3.75000 103.13 SODDING | | | 0020 708-51814 154.000 m2 | 15.00000 2310.00| 6.15000 947.10| 7.80000 1201.20 WELDED STEEL WIRE FABRIC | | | 0021 715-05048 80.000 m | 40.00000 3200.00| 37.00000 2960.00| 37.00000 2960.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0022 715-05203 1150.000 m | 10.00000 11500.00| 5.60000 6440.00| 35.00000 40250.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0023 715-06925 7.600 m | 8000.00000 60800.00| 800.00000 6080.00| 1600.00000 12160.00 PIPE EXTENSION, STRUCTURAL PLATE, 2.8 | | | mm T&S, 4.32 mm BOT, MIN. AREA 3.1 m2 | | | 0024 718-06529 10.000 EACH| 1000.00000 10000.00| 300.00000 3000.00| 692.00000 6920.00 OUTLET PROTECTOR, 2 | | | 0025 718-52610 80.500 m3 | 72.00000 5796.00| 30.00000 2415.00| 81.00000 6520.50 AGGREGATE FOR UNDERDRAINS | | | 0026 801-06203 6166.000 m | 0.49000 3021.34| 0.49000 3021.34| 0.70000 4316.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0027 801-06207 6166.000 m | 2.36000 14551.76| 2.55000 15723.30| 3.25000 20039.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0028 801-06640 67.000 EACH| 69.00000 4623.00| 60.00000 4020.00| 79.00000 5293.00 CONSTRUCTION SIGN, A | | | 0029 801-06710 100.000 DAY | 13.00000 1300.00| 15.00000 1500.00| 15.00000 1500.00 FLASHING ARROW SIGN | | | 0030 801-06775 LUMP| 27000.00000 27000.00| 32000.00000 32000.00| 52500.00000 52500.00 MAINTAINING TRAFFIC | | | 0031 801-09133 2.000 EACH| 3900.00000 7800.00| 4250.00000 8500.00| 3875.00000 7750.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0032 804-06740 1.000 EACH| 18.50000 18.50| 20.00000 20.00| 20.00000 20.00 DELINEATOR WITH POST, D2 | | | 0033 804-06771 50.000 EACH| 19.71000 985.50| 24.50000 1225.00| 68.00000 3400.00 DELINEATOR POST, FLEXIBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 122 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,820,733.62 ROUTE : 65 CALL ORDER : 122 CONTRACT ID : R -24941-B COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06702 7470.000 m | 0.91000 6797.70| 0.91000 6797.70| 2.25000 16807.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0035 808-06703 31780.000 m | 0.71000 22563.80| 0.71000 22563.80| 2.30000 73094.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0036 808-06705 3724.000 m | 2.42000 9012.08| 2.42000 9012.08| 2.30000 8565.20 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0037 808-75245 31150.000 m | 0.71000 22116.50| 0.71000 22116.50| 2.30000 71645.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0038 808-75272 1677.000 m | 7.69000 12896.13| 7.69000 12896.13| 3.40000 5701.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0039 808-75297 20.000 m | 7.69000 153.80| 7.69000 153.80| 8.00000 160.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0040 808-75996 1494.000 EACH| 4.00000 5976.00| 5.00000 7470.00| 5.00000 7470.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0041 808-75998 1494.000 EACH| 18.00000 26892.00| 20.00000 29880.00| 23.00000 34362.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,802,216.41| $ 1,845,532.43| $ 2,223,306.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,802,216.41| $ 1,845,532.43| $ 2,223,306.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 124 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 537,828.24 ROUTE : 1 CALL ORDER : 124 CONTRACT ID : R -24946-B COUNTIES : RANDOLPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3568011 3768011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS $ 519,031.95 100.0000% 2 35-1991044 JOHNSON COMPANY, INC. $ 519,962.00 100.1791% 3 35-1817574 YARDBERRY LANDSCAPE $ 523,225.34 100.8079% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1991044 |(3) 35-1817574 |FOX CONTRACTORS |JOHNSON COMPANY, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 1186.00000 7116.00| 1400.00000 8400.00| 1500.00000 9000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15656.00000 15656.00| 15000.00000 15000.00| 17000.00000 17000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15742.00000 15742.00| 20000.00000 20000.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8484.00000 8484.00| 14884.71000 14884.71| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02255 3.000 EACH| 395.00000 1185.00| 200.00000 600.00| 800.00000 2400.00 TREE, 460 mm, REMOVE | | | 0006 202-02260 1.000 EACH| 841.00000 841.00| 470.00000 470.00| 1500.00000 1500.00 TREE, 760 mm, REMOVE | | | 0007 202-02271 4.000 EACH| 250.00000 1000.00| 270.00000 1080.00| 700.00000 2800.00 HEADWALL, REMOVE | | | 0008 202-60820 3305.000 m2 | 3.10000 10245.50| 3.10000 10245.50| 5.00000 16525.00 SURFACE MILLING, ASPHALT | | | 0009 202-74035 4.000 EACH| 28.85000 115.40| 316.00000 1264.00| 25.00000 100.00 SIGN, REMOVE | | | 0010 202-96133 159.000 m | 33.60000 5342.40| 24.31000 3865.29| 22.00000 3498.00 PIPE, REMOVE | | | 0011 203-02000 4443.000 m3 | 15.00000 66645.00| 9.68000 43008.24| 9.00000 39987.00 EXCAVATION, COMMON | | | 0012 205-02224 595.000 m | 5.46000 3248.70| 5.50000 3272.50| 6.00000 3570.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 8.000 m | 27.30000 218.40| 100.00000 800.00| 13.00000 104.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 124 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 537,828.24 ROUTE : 1 CALL ORDER : 124 CONTRACT ID : R -24946-B COUNTIES : RANDOLPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1991044 |(3) 35-1817574 |FOX CONTRACTORS |JOHNSON COMPANY, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02050 940.000 m3 | 26.80000 25192.00| 15.00000 14100.00| 22.00000 20680.00 B BORROW | | | 0015 211-02060 247.000 m3 | 32.52000 8032.44| 22.53000 5564.91| 30.00000 7410.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 835.000 Mg | 18.17000 15171.95| 21.00000 17535.00| 25.00000 20875.00 COMPACTED AGGREGATE, O, 53 | | | 0017 303-52309 1330.000 Mg | 15.83000 21053.90| 21.50000 28595.00| 23.00000 30590.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0018 402-05468 1074.000 Mg | 49.45000 53109.30| 52.00000 55848.00| 53.00000 56922.00 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 941.000 Mg | 53.56000 50399.96| 54.50000 51284.50| 57.20000 53825.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 428.000 Mg | 61.80000 26450.40| 63.00000 26964.00| 66.00000 28248.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 89.000 Mg | 61.80000 5500.20| 63.00000 5607.00| 66.00000 5874.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 1297.000 m2 | 6.70000 8689.90| 6.50000 8430.50| 7.15000 9273.55 SEAL COAT, 2 | | | 0023 601-02800 4.000 EACH| 1133.00000 4532.00| 1100.00000 4400.00| 1250.00000 5000.00 GUARDRAIL TRANSITION, TGT | | | 0024 601-06037 1.000 EACH| 515.00000 515.00| 770.00000 770.00| 600.00000 600.00 GUARDRAIL END TREATMENT, I | | | 0025 601-94689 3.000 EACH| 2163.00000 6489.00| 2600.00000 7800.00| 3400.00000 10200.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 92.000 m | 34.00000 3128.00| 35.00000 3220.00| 38.00000 3496.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 610-05527 20.000 Mg | 123.60000 2472.00| 125.00000 2500.00| 100.00000 2000.00 HMA FOR APPROACHES | | | 0028 615-06500 8.000 EACH| 437.75000 3502.00| 420.00000 3360.00| 500.00000 4000.00 MONUMENT, A | | | 0029 616-06405 130.000 Mg | 27.02000 3512.60| 18.85000 2450.50| 40.00000 5200.00 RIPRAP, REVETMENT | | | 0030 616-96249 258.000 m2 | 4.58000 1181.64| 1.20000 309.60| 5.00000 1290.00 GEOTEXTILE DITCH LINER | | | 0031 621-01004 1.000 EACH| 927.00000 927.00| 1000.00000 1000.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 4579.000 m2 | 0.46000 2106.34| 0.55000 2518.45| 1.35000 6181.65 MULCHED SEEDING, R | | | 0033 621-06574 1585.000 m2 | 4.12000 6530.20| 4.50000 7132.50| 5.00000 7925.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 124 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 537,828.24 ROUTE : 1 CALL ORDER : 124 CONTRACT ID : R -24946-B COUNTIES : RANDOLPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1991044 |(3) 35-1817574 |FOX CONTRACTORS |JOHNSON COMPANY, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 702-51015 21.900 m3 | 400.74000 8776.21| 450.00000 9855.00| 450.00000 9855.00 CONCRETE, B, FOOTINGS | | | 0035 706-98353 12.000 m | 452.31000 5427.72| 700.00000 8400.00| 450.00000 5400.00 RAILING, CURB MOUNT, 2 TUBE | | | 0036 714-03437 39.000 m2 | 583.73000 22765.47| 546.05000 21295.95| 678.00000 26442.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0037 714-04875 11.000 m | 5048.00000 55528.00| 4678.63000 51464.93| 2150.00000 23650.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, | | | 0038 715-05118 27.000 m | 67.11000 1811.97| 175.00000 4725.00| 90.00000 2430.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0039 715-05119 18.000 m | 100.02000 1800.36| 138.00000 2484.00| 100.00000 1800.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0040 715-05121 29.000 m | 75.24000 2181.96| 115.00000 3335.00| 120.00000 3480.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0041 715-46000 1.000 EACH| 472.00000 472.00| 218.00000 218.00| 300.00000 300.00 PIPE END SECTION, 300 mm | | | 0042 715-46005 2.000 EACH| 532.00000 1064.00| 220.00000 440.00| 375.00000 750.00 PIPE END SECTION, 375 mm | | | 0043 715-46010 2.000 EACH| 657.00000 1314.00| 253.00000 506.00| 500.00000 1000.00 PIPE END SECTION, 450 mm | | | 0044 720-45030 1.000 EACH| 1143.00000 1143.00| 1200.00000 1200.00| 1900.00000 1900.00 INLET, E7 | | | 0045 801-04308 4.000 EACH| 82.40000 329.60| 150.00000 600.00| 161.00000 644.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 20.000 EACH| 56.65000 1133.00| 60.00000 1200.00| 63.00000 1260.00 BARRICADE, IIIB | | | 0047 801-06625 8.000 EACH| 92.70000 741.60| 110.00000 880.00| 79.00000 632.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 37.000 EACH| 66.95000 2477.15| 95.00000 3515.00| 75.00000 2775.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 33.000 EACH| 36.05000 1189.65| 75.00000 2475.00| 40.00000 1320.00 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 2060.00000 2060.00| 9000.00000 9000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0051 802-05701 32.100 m | 33.50000 1075.35| 41.00000 1316.10| 38.00000 1219.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0052 802-05702 101.400 m | 25.25000 2560.35| 27.00000 2737.80| 30.00000 3042.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 124 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 537,828.24 ROUTE : 1 CALL ORDER : 124 CONTRACT ID : R -24946-B COUNTIES : RANDOLPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1991044 |(3) 35-1817574 |FOX CONTRACTORS |JOHNSON COMPANY, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 802-76025 6.660 m2 | 156.35000 1041.29| 185.00000 1232.10| 221.00000 1471.86 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0054 802-76035 15.940 m2 | 167.30000 2666.76| 168.00000 2677.92| 199.00000 3172.06 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0055 806-53072 LUMP| 14111.00000 14111.00| 14000.00000 14000.00| 15500.00000 15500.00 TEMPORARY TRAFFIC SIGNAL | | | 0056 808-06703 1324.000 m | 0.95000 1257.80| 1.50000 1986.00| 1.50000 1986.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0057 808-75240 66.000 m | 0.98000 64.68| 1.25000 82.50| 1.44000 95.04 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0058 808-75245 1002.000 m | 0.95000 951.90| 1.25000 1252.50| 1.44000 1442.88 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0059 808-75297 73.000 m | 10.30000 751.90| 11.00000 803.00| 12.10000 883.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 519,031.95| $ 519,962.00| $ 523,225.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 519,031.95| $ 519,962.00| $ 523,225.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 126 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,779.02 ROUTE : US 52 CALL ORDER : 126 CONTRACT ID : R -25075-A COUNTIES : RUSH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0822013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 357,700.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 378,349.60 105.7728% 3 35-1385672 FORCE CONSTRUCTION $ 397,520.91 111.1324% 4 35-1817574 YARDBERRY LANDSCAPE $ 409,760.30 114.5541% 5 35-1315965 FOX CONTRACTORS $ 411,947.73 115.1657% 6 35-1912582 EDSAM CONSTRUCTION, INC. $ 439,188.33 122.7811% 7 35-1991044 JOHNSON COMPANY, INC. CONDITIONAL BID $ 486,299.37 135.9517% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |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 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06790 4.000 MOS | 1550.00000 6200.00| 1000.00000 4000.00| 1537.13000 6148.52 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12400.00000 12400.00| 10000.00000 10000.00| 8200.00000 8200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17500.00000 17500.00| 18000.00000 18000.00| 29596.00000 29596.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 7500.00000 7500.00| 12620.00000 12620.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 6.000 EACH| 85.00000 510.00| 175.00000 1050.00| 310.42000 1862.52 HEADWALL, REMOVE | | | 0006 202-02278 12.800 m | 35.00000 448.00| 10.00000 128.00| 145.51000 1862.53 CURB, CONCRETE, REMOVE | | | 0007 202-03000 LUMP| 8200.00000 8200.00| 12000.00000 12000.00| 5336.24000 5336.24 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0008 202-03000 LUMP| 8500.00000 8500.00| 12000.00000 12000.00| 5336.24000 5336.24 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0009 202-60820 202.000 m2 | 10.30000 2080.60| 7.75000 1565.50| 8.35000 1686.70 SURFACE MILLING, ASPHALT | | | 0010 202-90747 49.200 m3 | 40.00000 1968.00| 50.00000 2460.00| 75.72000 3725.42 RETAINING WALL, REMOVE | | | 0011 202-96133 55.600 m | 35.00000 1946.00| 30.00000 1668.00| 47.48000 2639.89 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 126 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,779.02 ROUTE : US 52 CALL ORDER : 126 CONTRACT ID : R -25075-A COUNTIES : RUSH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 203-02000 875.000 m3 | 22.00000 19250.00| 12.75000 11156.25| 10.19000 8916.25 EXCAVATION, COMMON | | | 0013 203-02070 2485.000 m3 | 13.00000 32305.00| 14.00000 34790.00| 15.39000 38244.15 BORROW | | | 0014 203-06499 2519.000 m2 | 0.50000 1259.50| 6.00000 15114.00| 6.75000 17003.25 SUBGRADE TREATMENT | | | 0015 205-02224 300.000 m | 6.10000 1830.00| 6.00000 1800.00| 5.92000 1776.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02231 97.200 m | 40.00000 3888.00| 60.00000 5832.00| 5.75000 558.90 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02236 3.000 EACH| 70.00000 210.00| 60.00000 180.00| 60.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0018 205-02237 6.000 EACH| 65.00000 390.00| 40.00000 240.00| 40.00000 240.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 207-02045 1134.000 m3 | 6.80000 7711.20| 4.00000 4536.00| 4.76000 5397.84 EXCAVATION FOR SUBGRADE TREATMENT | | | 0020 211-02060 40.000 m3 | 26.00000 1040.00| 25.00000 1000.00| 51.76000 2070.40 B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 1289.000 Mg | 16.00000 20624.00| 18.00000 23202.00| 20.91000 26952.99 COMPACTED AGGREGATE, O, 53 | | | 0022 402-05468 930.000 Mg | 35.00000 32550.00| 36.00000 33480.00| 35.50000 33015.00 HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05471 376.000 Mg | 34.80000 13084.80| 36.00000 13536.00| 34.00000 12784.00 HMA BASE C50.0 mm, MAINLINE | | | 0024 402-05474 390.500 Mg | 36.10000 14097.05| 40.00000 15620.00| 42.00000 16401.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 213.500 Mg | 44.75000 9554.13| 45.00000 9607.50| 49.00000 10461.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05481 402.000 Mg | 37.50000 15075.00| 37.00000 14874.00| 41.00000 16482.00 HMA BASE 25.0 mm, SHOULDER | | | 0027 404-05511 1488.000 m2 | 2.00000 2976.00| 1.00000 1488.00| 2.00000 2976.00 SEAL COAT, 2 | | | 0028 405-05518 1705.000 m2 | 0.75000 1278.75| 0.50000 852.50| 0.75000 1278.75 ASPHALT FOR PRIME COAT | | | 0029 406-05521 8879.000 m2 | 0.05000 443.95| 0.10000 887.90| 0.05000 443.95 ASPHALT FOR TACK COAT | | | 0030 604-06069 10.540 m2 | 123.00000 1296.42| 200.00000 2108.00| 45.00000 474.30 CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 126 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,779.02 ROUTE : US 52 CALL ORDER : 126 CONTRACT ID : R -25075-A COUNTIES : RUSH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 604-91531 84.600 m2 | 40.00000 3384.00| 48.00000 4060.80| 35.00000 2961.00 SIDEWALK, CONCRETE, 100 mm | | | 0032 605-06120 48.400 m | 78.00000 3775.20| 54.00000 2613.60| 55.00000 2662.00 CURB, CONCRETE (MONOLITHIC) | | | 0033 605-06140 71.400 m | 75.00000 5355.00| 64.00000 4569.60| 67.25000 4801.65 CURB AND GUTTER, CONCRETE (BARRIER) | | | 0034 610-05527 217.000 Mg | 61.00000 13237.00| 36.00000 7812.00| 63.00000 13671.00 HMA FOR APPROACHES | | | 0035 611-05330 62.000 m2 | 55.00000 3410.00| 70.00000 4340.00| 43.50000 2697.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 611-06497 1.000 EACH| 200.00000 200.00| 250.00000 250.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 23.000 EACH| 125.00000 2875.00| 150.00000 3450.00| 122.00000 2806.00 RIGHT OF WAY MARKER | | | 0038 616-02320 308.000 m2 | 2.00000 616.00| 1.50000 462.00| 3.22000 991.76 GEOTEXTILES | | | 0039 616-06451 250.550 Mg | 19.00000 4760.45| 25.00000 6263.75| 28.90000 7240.90 RIPRAP, UNIFORM | | | 0040 621-01004 1.000 EACH| 500.00000 500.00| 750.00000 750.00| 745.00000 745.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 0.500 Mg | 832.00000 416.00| 850.00000 425.00| 803.00000 401.50 FERTILIZER | | | 0042 621-06553 103.000 kg | 8.00000 824.00| 9.00000 927.00| 7.79000 802.37 SEED MIXTURE, R | | | 0043 621-06565 2.500 Mg | 500.00000 1250.00| 550.00000 1375.00| 481.00000 1202.50 MULCHING MATERIAL | | | 0044 621-06567 6.200 kL | 0.55000 3.41| 1.00000 6.20| 0.53000 3.29 WATER | | | 0045 621-06574 342.000 m2 | 5.30000 1812.60| 6.00000 2052.00| 5.20000 1778.40 SODDING | | | 0046 621-52448 2.000 EACH| 26.75000 53.50| 25.00000 50.00| 25.00000 50.00 SIGN, DO NOT SPRAY | | | 0047 622-91786 145.000 EACH| 7.50000 1087.50| 8.00000 1160.00| 7.25000 1051.25 SEEDLING | | | 0048 715-05048 880.000 m | 7.75000 6820.00| 8.00000 7040.00| 7.40000 6512.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0049 715-05053 47.000 m | 31.00000 1457.00| 27.00000 1269.00| 30.00000 1410.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0050 715-05152 149.500 m | 87.00000 13006.50| 80.00000 11960.00| 60.92000 9107.54 PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 126 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,779.02 ROUTE : US 52 CALL ORDER : 126 CONTRACT ID : R -25075-A COUNTIES : RUSH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-05171 59.000 m | 89.00000 5251.00| 84.00000 4956.00| 93.47000 5514.73 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0052 715-46010 6.000 EACH| 275.50000 1653.00| 900.00000 5400.00| 421.44000 2528.64 PIPE END SECTION, 450 mm | | | 0053 718-06529 10.000 EACH| 540.00000 5400.00| 575.00000 5750.00| 525.00000 5250.00 OUTLET PROTECTOR, 2 | | | 0054 718-06532 1000.000 m | 2.80000 2800.00| 1.00000 1000.00| 2.75000 2750.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0055 718-52610 200.000 m3 | 32.00000 6400.00| 35.00000 7000.00| 32.00000 6400.00 AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 1876.000 m2 | 1.60000 3001.60| 1.00000 1876.00| 1.50000 2814.00 GEOTEXTILES FOR UNDERDRAIN | | | 0057 720-45035 3.000 EACH| 900.00000 2700.00| 900.00000 2700.00| 2080.69000 6242.07 INLET, F7 | | | 0058 720-45045 6.000 EACH| 1100.00000 6600.00| 1100.00000 6600.00| 1581.78000 9490.68 INLET, J10 | | | 0059 720-45410 3.000 EACH| 1400.00000 4200.00| 1400.00000 4200.00| 2877.81000 8633.43 MANHOLE, C4 | | | 0060 801-04308 2.000 EACH| 202.00000 404.00| 210.00000 420.00| 195.00000 390.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06606 8.000 EACH| 76.50000 612.00| 100.00000 800.00| 75.00000 600.00 BARRICADE, IIIB | | | 0062 801-06625 45.000 EACH| 62.50000 2812.50| 70.00000 3150.00| 60.00000 2700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 16.000 EACH| 52.50000 840.00| 50.00000 800.00| 50.00000 800.00 CONSTRUCTION SIGN, A | | | 0064 801-06645 2.000 EACH| 20.00000 40.00| 20.00000 40.00| 20.00000 40.00 CONSTRUCTION SIGN, B | | | 0065 801-06775 LUMP| 2512.46000 2512.46| 9975.00000 9975.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0066 808-06712 74.000 m | 0.44000 32.56| 0.50000 37.00| 0.43000 31.82 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 1332.000 m | 0.44000 586.08| 0.50000 666.00| 0.43000 572.76 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 296.000 m | 0.44000 130.24| 0.50000 148.00| 0.43000 127.28 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-75998 22.000 EACH| 57.50000 1265.00| 60.00000 1320.00| 85.00000 1870.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 357,700.00| $ 378,349.60| $ 397,520.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 357,700.00| $ 378,349.60| $ 397,520.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 126 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,779.02 ROUTE : US 52 CALL ORDER : 126 CONTRACT ID : R -25075-A COUNTIES : RUSH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1315965 |(6) 35-1912582 |YARDBERRY LANDSCAPE |FOX CONTRACTORS |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06790 4.000 MOS | 1700.00000 6800.00| 1145.00000 4580.00| 1320.00000 5280.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 12154.00000 12154.00| 15500.00000 15500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19500.00000 19500.00| 7320.00000 7320.00| 22500.00000 22500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 21464.00000 21464.00| 9000.00000 9000.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 6.000 EACH| 300.00000 1800.00| 170.00000 1020.00| 220.00000 1320.00 HEADWALL, REMOVE | | | 0006 202-02278 12.800 m | 35.00000 448.00| 37.22000 476.42| 44.00000 563.20 CURB, CONCRETE, REMOVE | | | 0007 202-03000 LUMP| 6000.00000 6000.00| 10655.00000 10655.00| 7700.00000 7700.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0008 202-03000 LUMP| 5000.00000 5000.00| 10655.00000 10655.00| 7700.00000 7700.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0009 202-60820 202.000 m2 | 10.00000 2020.00| 13.96000 2819.92| 16.50000 3333.00 SURFACE MILLING, ASPHALT | | | 0010 202-90747 49.200 m3 | 35.00000 1722.00| 70.13000 3450.40| 66.00000 3247.20 RETAINING WALL, REMOVE | | | 0011 202-96133 55.600 m | 30.00000 1668.00| 31.09000 1728.60| 11.00000 611.60 PIPE, REMOVE | | | 0012 203-02000 875.000 m3 | 20.00000 17500.00| 17.06000 14927.50| 13.20000 11550.00 EXCAVATION, COMMON | | | 0013 203-02070 2485.000 m3 | 10.00000 24850.00| 17.27000 42915.95| 18.70000 46469.50 BORROW | | | 0014 203-06499 2519.000 m2 | 6.00000 15114.00| 6.95000 17507.05| 5.50000 13854.50 SUBGRADE TREATMENT | | | 0015 205-02224 300.000 m | 6.00000 1800.00| 6.10000 1830.00| 6.60000 1980.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02231 97.200 m | 40.00000 3888.00| 19.33000 1878.88| 44.00000 4276.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02236 3.000 EACH| 150.00000 450.00| 61.80000 185.40| 66.00000 198.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 126 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,779.02 ROUTE : US 52 CALL ORDER : 126 CONTRACT ID : R -25075-A COUNTIES : RUSH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1315965 |(6) 35-1912582 |YARDBERRY LANDSCAPE |FOX CONTRACTORS |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 205-02237 6.000 EACH| 75.00000 450.00| 41.20000 247.20| 44.00000 264.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 207-02045 1134.000 m3 | 16.00000 18144.00| 15.45000 17520.30| 22.00000 24948.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0020 211-02060 40.000 m3 | 45.00000 1800.00| 25.77000 1030.80| 27.50000 1100.00 B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 1289.000 Mg | 22.00000 28358.00| 14.00000 18046.00| 19.80000 25522.20 COMPACTED AGGREGATE, O, 53 | | | 0022 402-05468 930.000 Mg | 42.00000 39060.00| 36.57000 34010.10| 39.05000 36316.50 HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05471 376.000 Mg | 42.00000 15792.00| 35.02000 13167.52| 37.40000 14062.40 HMA BASE C50.0 mm, MAINLINE | | | 0024 402-05474 390.500 Mg | 46.20000 18041.10| 43.26000 16893.03| 46.20000 18041.10 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 213.500 Mg | 50.00000 10675.00| 50.47000 10775.35| 56.10000 11977.35 HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05481 402.000 Mg | 44.00000 17688.00| 42.23000 16976.46| 47.30000 19014.60 HMA BASE 25.0 mm, SHOULDER | | | 0027 404-05511 1488.000 m2 | 2.00000 2976.00| 2.06000 3065.28| 2.20000 3273.60 SEAL COAT, 2 | | | 0028 405-05518 1705.000 m2 | 0.66000 1125.30| 0.77000 1312.85| 0.88000 1500.40 ASPHALT FOR PRIME COAT | | | 0029 406-05521 8879.000 m2 | 0.10000 887.90| 0.05000 443.95| 0.11000 976.69 ASPHALT FOR TACK COAT | | | 0030 604-06069 10.540 m2 | 55.00000 579.70| 127.50000 1343.85| 66.00000 695.64 CURB RAMP, CONCRETE | | | 0031 604-91531 84.600 m2 | 38.00000 3214.80| 42.18000 3568.43| 38.50000 3257.10 SIDEWALK, CONCRETE, 100 mm | | | 0032 605-06120 48.400 m | 65.00000 3146.00| 80.34000 3888.46| 55.00000 2662.00 CURB, CONCRETE (MONOLITHIC) | | | 0033 605-06140 71.400 m | 68.00000 4855.20| 78.00000 5569.20| 55.00000 3927.00 CURB AND GUTTER, CONCRETE (BARRIER) | | | 0034 610-05527 217.000 Mg | 75.00000 16275.00| 64.90000 14083.30| 69.30000 15038.10 HMA FOR APPROACHES | | | 0035 611-05330 62.000 m2 | 50.00000 3100.00| 56.75000 3518.50| 60.50000 3751.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 611-06497 1.000 EACH| 200.00000 200.00| 180.00000 180.00| 220.00000 220.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 23.000 EACH| 200.00000 4600.00| 180.00000 4140.00| 134.20000 3086.60 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 126 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,779.02 ROUTE : US 52 CALL ORDER : 126 CONTRACT ID : R -25075-A COUNTIES : RUSH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1315965 |(6) 35-1912582 |YARDBERRY LANDSCAPE |FOX CONTRACTORS |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-02320 308.000 m2 | 4.00000 1232.00| 1.56000 480.48| 2.20000 677.60 GEOTEXTILES | | | 0039 616-06451 250.550 Mg | 38.00000 9520.90| 21.07000 5279.09| 22.00000 5512.10 RIPRAP, UNIFORM | | | 0040 621-01004 1.000 EACH| 750.00000 750.00| 767.00000 767.00| 819.50000 819.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 0.500 Mg | 600.00000 300.00| 827.08000 413.54| 883.30000 441.65 FERTILIZER | | | 0042 621-06553 103.000 kg | 8.00000 824.00| 8.02000 826.06| 8.58000 883.74 SEED MIXTURE, R | | | 0043 621-06565 2.500 Mg | 500.00000 1250.00| 495.43000 1238.58| 528.00000 1320.00 MULCHING MATERIAL | | | 0044 621-06567 6.200 kL | 10.00000 62.00| 0.55000 3.41| 1.10000 6.82 WATER | | | 0045 621-06574 342.000 m2 | 8.00000 2736.00| 5.36000 1833.12| 5.72000 1956.24 SODDING | | | 0046 621-52448 2.000 EACH| 50.00000 100.00| 25.75000 51.50| 27.50000 55.00 SIGN, DO NOT SPRAY | | | 0047 622-91786 145.000 EACH| 25.00000 3625.00| 7.47000 1083.15| 8.14000 1180.30 SEEDLING | | | 0048 715-05048 880.000 m | 10.00000 8800.00| 10.67000 9389.60| 7.70000 6776.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0049 715-05053 47.000 m | 28.00000 1316.00| 48.23000 2266.81| 33.00000 1551.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0050 715-05152 149.500 m | 80.00000 11960.00| 79.38000 11867.31| 79.20000 11840.40 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0051 715-05171 59.000 m | 85.00000 5015.00| 79.50000 4690.50| 79.20000 4672.80 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0052 715-46010 6.000 EACH| 250.00000 1500.00| 670.00000 4020.00| 385.00000 2310.00 PIPE END SECTION, 450 mm | | | 0053 718-06529 10.000 EACH| 200.00000 2000.00| 546.00000 5460.00| 550.00000 5500.00 OUTLET PROTECTOR, 2 | | | 0054 718-06532 1000.000 m | 3.60000 3600.00| 3.09000 3090.00| 3.30000 3300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0055 718-52610 200.000 m3 | 30.00000 6000.00| 29.49000 5898.00| 38.50000 7700.00 AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 1876.000 m2 | 2.00000 3752.00| 0.80000 1500.80| 1.65000 3095.40 GEOTEXTILES FOR UNDERDRAIN | | | 0057 720-45035 3.000 EACH| 1800.00000 5400.00| 1160.00000 3480.00| 1100.00000 3300.00 INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 126 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,779.02 ROUTE : US 52 CALL ORDER : 126 CONTRACT ID : R -25075-A COUNTIES : RUSH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1315965 |(6) 35-1912582 |YARDBERRY LANDSCAPE |FOX CONTRACTORS |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 720-45045 6.000 EACH| 1450.00000 8700.00| 1371.00000 8226.00| 1320.00000 7920.00 INLET, J10 | | | 0059 720-45410 3.000 EACH| 2000.00000 6000.00| 2191.00000 6573.00| 1650.00000 4950.00 MANHOLE, C4 | | | 0060 801-04308 2.000 EACH| 214.00000 428.00| 200.85000 401.70| 214.50000 429.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06606 8.000 EACH| 82.50000 660.00| 77.25000 618.00| 82.50000 660.00 BARRICADE, IIIB | | | 0062 801-06625 45.000 EACH| 68.00000 3060.00| 61.80000 2781.00| 66.00000 2970.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 16.000 EACH| 60.00000 960.00| 51.50000 824.00| 55.00000 880.00 CONSTRUCTION SIGN, A | | | 0064 801-06645 2.000 EACH| 30.00000 60.00| 20.60000 41.20| 22.00000 44.00 CONSTRUCTION SIGN, B | | | 0065 801-06775 LUMP| 3000.00000 3000.00| 1500.00000 1500.00| 11500.00000 11500.00 MAINTAINING TRAFFIC | | | 0066 808-06712 74.000 m | 0.70000 51.80| 0.44000 32.56| 0.55000 40.70 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 1332.000 m | 0.70000 932.40| 0.44000 586.08| 0.55000 732.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 296.000 m | 0.70000 207.20| 0.44000 130.24| 0.55000 162.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-75998 22.000 EACH| 65.00000 1430.00| 56.65000 1246.30| 58.30000 1282.60 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 409,760.30| $ 411,947.73| $ 439,188.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 409,760.30| $ 411,947.73| $ 439,188.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 126 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,779.02 ROUTE : US 52 CALL ORDER : 126 CONTRACT ID : R -25075-A COUNTIES : RUSH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 | | |JOHNSON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06790 4.000 MOS | 1200.00000 4800.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 17000.00000 17000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22000.00000 22000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02271 6.000 EACH| 125.00000 750.00| | HEADWALL, REMOVE | | | 0006 202-02278 12.800 m | 40.00000 512.00| | CURB, CONCRETE, REMOVE | | | 0007 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0008 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0009 202-60820 202.000 m2 | 13.10000 2646.20| | SURFACE MILLING, ASPHALT | | | 0010 202-90747 49.200 m3 | 39.50000 1943.40| | RETAINING WALL, REMOVE | | | 0011 202-96133 55.600 m | 24.31000 1351.63| | PIPE, REMOVE | | | 0012 203-02000 875.000 m3 | 12.00000 10500.00| | EXCAVATION, COMMON | | | 0013 203-02070 2485.000 m3 | 16.50000 41002.50| | BORROW | | | 0014 203-06499 2519.000 m2 | 10.00000 25190.00| | SUBGRADE TREATMENT | | | 0015 205-02224 300.000 m | 7.00000 2100.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02231 97.200 m | 50.00000 4860.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02236 3.000 EACH| 65.00000 195.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 126 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,779.02 ROUTE : US 52 CALL ORDER : 126 CONTRACT ID : R -25075-A COUNTIES : RUSH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 | | |JOHNSON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 205-02237 6.000 EACH| 90.00000 540.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 207-02045 1134.000 m3 | 10.00000 11340.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0020 211-02060 40.000 m3 | 16.50000 660.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 1289.000 Mg | 17.00000 21913.00| | COMPACTED AGGREGATE, O, 53 | | | 0022 402-05468 930.000 Mg | 39.00000 36270.00| | HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05471 376.000 Mg | 40.00000 15040.00| | HMA BASE C50.0 mm, MAINLINE | | | 0024 402-05474 390.500 Mg | 46.00000 17963.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 213.500 Mg | 54.00000 11529.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05481 402.000 Mg | 45.00000 18090.00| | HMA BASE 25.0 mm, SHOULDER | | | 0027 404-05511 1488.000 m2 | 2.30000 3422.40| | SEAL COAT, 2 | | | 0028 405-05518 1705.000 m2 | 1.10000 1875.50| | ASPHALT FOR PRIME COAT | | | 0029 406-05521 8879.000 m2 | 0.41000 3640.39| | ASPHALT FOR TACK COAT | | | 0030 604-06069 10.540 m2 | 100.00000 1054.00| | CURB RAMP, CONCRETE | | | 0031 604-91531 84.600 m2 | 65.00000 5499.00| | SIDEWALK, CONCRETE, 100 mm | | | 0032 605-06120 48.400 m | 76.00000 3678.40| | CURB, CONCRETE (MONOLITHIC) | | | 0033 605-06140 71.400 m | 75.00000 5355.00| | CURB AND GUTTER, CONCRETE (BARRIER) | | | 0034 610-05527 217.000 Mg | 66.00000 14322.00| | HMA FOR APPROACHES | | | 0035 611-05330 62.000 m2 | 62.00000 3844.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 611-06497 1.000 EACH| 200.00000 200.00| | MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 23.000 EACH| 126.00000 2898.00| | RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 126 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,779.02 ROUTE : US 52 CALL ORDER : 126 CONTRACT ID : R -25075-A COUNTIES : RUSH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 | | |JOHNSON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-02320 308.000 m2 | 4.00000 1232.00| | GEOTEXTILES | | | 0039 616-06451 250.550 Mg | 20.00000 5011.00| | RIPRAP, UNIFORM | | | 0040 621-01004 1.000 EACH| 800.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 0.500 Mg | 900.00000 450.00| | FERTILIZER | | | 0042 621-06553 103.000 kg | 8.25000 849.75| | SEED MIXTURE, R | | | 0043 621-06565 2.500 Mg | 200.00000 500.00| | MULCHING MATERIAL | | | 0044 621-06567 6.200 kL | 1.00000 6.20| | WATER | | | 0045 621-06574 342.000 m2 | 6.00000 2052.00| | SODDING | | | 0046 621-52448 2.000 EACH| 40.00000 80.00| | SIGN, DO NOT SPRAY | | | 0047 622-91786 145.000 EACH| 11.00000 1595.00| | SEEDLING | | | 0048 715-05048 880.000 m | 15.00000 13200.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0049 715-05053 47.000 m | 30.00000 1410.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0050 715-05152 149.500 m | 85.00000 12707.50| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0051 715-05171 59.000 m | 90.00000 5310.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0052 715-46010 6.000 EACH| 900.00000 5400.00| | PIPE END SECTION, 450 mm | | | 0053 718-06529 10.000 EACH| 600.00000 6000.00| | OUTLET PROTECTOR, 2 | | | 0054 718-06532 1000.000 m | 3.90000 3900.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0055 718-52610 200.000 m3 | 35.00000 7000.00| | AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 1876.000 m2 | 1.70000 3189.20| | GEOTEXTILES FOR UNDERDRAIN | | | 0057 720-45035 3.000 EACH| 1200.00000 3600.00| | INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 126 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,779.02 ROUTE : US 52 CALL ORDER : 126 CONTRACT ID : R -25075-A COUNTIES : RUSH LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 | | |JOHNSON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 720-45045 6.000 EACH| 1500.00000 9000.00| | INLET, J10 | | | 0059 720-45410 3.000 EACH| 1600.00000 4800.00| | MANHOLE, C4 | | | 0060 801-04308 2.000 EACH| 500.00000 1000.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06606 8.000 EACH| 100.00000 800.00| | BARRICADE, IIIB | | | 0062 801-06625 45.000 EACH| 65.00000 2925.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 16.000 EACH| 90.00000 1440.00| | CONSTRUCTION SIGN, A | | | 0064 801-06645 2.000 EACH| 60.00000 120.00| | CONSTRUCTION SIGN, B | | | 0065 801-06775 LUMP| 34000.00000 34000.00| | MAINTAINING TRAFFIC | | | 0066 808-06712 74.000 m | 1.15000 85.10| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 1332.000 m | 1.15000 1531.80| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 296.000 m | 1.15000 340.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-75998 22.000 EACH| 90.00000 1980.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 486,299.37| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 486,299.37| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 130 CONTRACT ID : R -25139-A COUNTIES : WAYNE LETTING DATE : 03/20/01 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 31-0908125 STRAWSER, INC. $ 391,138.17 100.0000% 2 31-0860455 SLURRY SEAL OF SOUTHERN OHIO, INC. $ 537,730.50 137.4784% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1537018 1537018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,469,700.02 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,645,617.07 111.9695% 3 36-2231526 WALSH CONSTR CO OF ILL $ 1,687,426.36 114.8143% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,747,152.78 118.8781% 5 35-0997978 PHEND & BROWN, INC. $ 1,778,005.19 120.9774% 6 35-1489621 HRP CONSTRUCTION, INC. $ 1,962,033.44 133.4989% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL AND UTILITY RELOCATION | | | 0001 105-01925 8.000 MOS | 1400.00000 11200.00| 1790.31000 14322.48| 1244.52000 9956.16 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 100000.00000 100000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 70000.00000 70000.00| 80000.00000 80000.00| 84000.00000 84000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 37000.00000 37000.00| 8500.00000 8500.00 CLEARING RIGHT OF WAY | | | 0005 201-52370 LUMP| 100.00000 100.00| 4000.00000 4000.00| 8500.00000 8500.00 CLEARING RIGHT OF WAY , UTILITY | | | RELOCATION | | | 0006 202-02240 7217.000 m2 | 5.00000 36085.00| 12.54000 90501.18| 5.00000 36085.00 PAVEMENT, REMOVE | | | 0007 202-02240 252.000 m2 | 5.00000 1260.00| 18.30000 4611.60| 6.40000 1612.80 PAVEMENT, REMOVE , CONCRETE DRIVES | | | 0008 202-02241 361.000 m | 5.00000 1805.00| 7.75000 2797.75| 5.00000 1805.00 GUARDRAIL, REMOVE | | | 0009 202-02271 2.000 EACH| 300.00000 600.00| 503.33000 1006.66| 900.00000 1800.00 HEADWALL, REMOVE | | | 0010 202-02278 540.000 m | 5.00000 2700.00| 7.03000 3796.20| 4.00000 2160.00 CURB, CONCRETE, REMOVE | | | 0011 202-51330 LUMP| 35000.00000 35000.00| 164355.86000 164355.86| 130549.54000 130549.54 PRESENT STRUCTURE, REMOVE | | | 0012 202-52710 449.000 m2 | 5.00000 2245.00| 9.23000 4144.27| 4.03000 1809.47 SIDEWALK, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-60820 1075.000 m2 | 4.50000 4837.50| 3.56000 3827.00| 6.78000 7288.50 SURFACE MILLING, ASPHALT | | | 0014 203-01994 1205.000 m3 | 8.00000 9640.00| 8.69000 10471.45| 4.00000 4820.00 ENCASEMENT MATERIAL | | | 0015 203-02000 31706.000 m3 | 6.50000 206089.00| 6.39000 202601.34| 4.75000 150603.50 EXCAVATION, COMMON | | | 0016 203-05859 1690.000 m3 | 5.00000 8450.00| 6.56000 11086.40| 6.15000 10393.50 FILL , TIRE CHIPS | | | 0017 203-95673 1690.000 m3 | 8.00000 13520.00| 8.69000 14686.10| 14.13000 23879.70 BACKFILL, GRANULAR | | | 0018 204-02290 9.000 EACH| 1200.00000 10800.00| 167.57000 1508.13| 683.48000 6151.32 SETTLEMENT PLATE | | | 0019 205-02224 1385.000 m | 5.40000 7479.00| 5.40000 7479.00| 5.40000 7479.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0020 205-02231 58.000 m | 79.70000 4622.60| 52.43000 3040.94| 38.46000 2230.68 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0021 205-02234 4.000 EACH| 45.00000 180.00| 45.00000 180.00| 45.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0022 205-02236 1.000 EACH| 65.00000 65.00| 65.00000 65.00| 65.00000 65.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0023 205-02237 15.000 EACH| 30.00000 450.00| 30.00000 450.00| 30.00000 450.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0025 211-02060 744.000 m3 | 1.00000 744.00| 14.78000 10996.32| 9.93000 7387.92 B BORROW FOR STRUCTURE BACKFILL | | | 0026 303-52308 6825.000 Mg | 15.00000 102375.00| 14.50000 98962.50| 13.39000 91386.75 COMPACTED AGGREGATE, O, 53 | | | 0027 303-98541 5.000 Mg | 50.00000 250.00| 35.18000 175.90| 60.42000 302.10 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0028 401-05437 8129.000 Mg | 40.00000 325160.00| 37.00000 300773.00| 40.00000 325160.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0029 401-05455 1541.000 Mg | 40.00000 61640.00| 40.00000 61640.00| 42.00000 64722.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0030 401-05456 710.000 Mg | 52.00000 36920.00| 53.50000 37985.00| 49.00000 34790.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0031 401-05467 270.000 m | 10.00000 2700.00| 8.50000 2295.00| 12.00000 3240.00 MILLED HMA CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 402-05481 116.000 Mg | 40.00000 4640.00| 55.50000 6438.00| 38.80000 4500.80 HMA BASE 25.0 mm, SHOULDER | | | 0033 402-05487 107.000 Mg | 40.00000 4280.00| 58.50000 6259.50| 38.80000 4151.60 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0034 402-05490 58.000 Mg | 52.00000 3016.00| 72.75000 4219.50| 48.25000 2798.50 HMA SURFACE 9.5 mm, SHOULDER | | | 0035 405-05518 7902.000 m2 | 0.25000 1975.50| 1.30000 10272.60| 0.40000 3160.80 ASPHALT FOR PRIME COAT | | | 0036 406-05520 10.700 Mg | 1.00000 10.70| 160.00000 1712.00| 261.35000 2796.45 ASPHALT FOR TACK COAT | | | 0037 604-06069 78.000 m2 | 33.00000 2574.00| 35.03000 2732.34| 39.90000 3112.20 CURB RAMP, CONCRETE | | | 0038 604-06070 1047.000 m2 | 27.00000 28269.00| 21.43000 22437.21| 30.65000 32090.55 SIDEWALK, CONCRETE | | | 0039 605-06140 60.000 m | 75.00000 4500.00| 73.66000 4419.60| 40.85000 2451.00 CURB AND GUTTER, CONCRETE | | | 0040 605-06150 760.000 m | 45.00000 34200.00| 27.69000 21044.40| 42.90000 32604.00 CURB AND GUTTER, C, CONCRETE | | | 0041 611-05330 255.300 m2 | 45.00000 11488.50| 28.03000 7156.06| 38.80000 9905.64 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0042 611-06497 2.000 EACH| 200.00000 400.00| 125.00000 250.00| 215.00000 430.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 611-95728 487.000 m2 | 48.00000 23376.00| 32.45000 15803.15| 43.90000 21379.30 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0044 615-06490 3.000 EACH| 300.00000 900.00| 135.81000 407.43| 142.00000 426.00 RIGHT OF WAY MARKER | | | 0045 615-06505 2.000 EACH| 600.00000 1200.00| 227.82000 455.64| 575.00000 1150.00 MONUMENT, B | | | 0046 616-02320 2700.000 m2 | 3.00000 8100.00| 1.37000 3699.00| 2.23000 6021.00 GEOTEXTILES | | | 0047 616-06406 71.000 m2 | 30.00000 2130.00| 30.30000 2151.30| 23.71000 1683.41 RIPRAP, REVETMENT | | | 0048 621-01004 3.000 EACH| 750.00000 2250.00| 750.00000 2250.00| 750.00000 2250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-01882 100.000 kg | 11.00000 1100.00| 11.00000 1100.00| 11.00000 1100.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0050 621-06545 0.900 Mg | 675.00000 607.50| 675.00000 607.50| 675.00000 607.50 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 621-06553 145.000 kg | 9.05000 1312.25| 9.05000 1312.25| 9.05000 1312.25 SEED MIXTURE, R | | | 0052 621-06565 5.300 Mg | 520.00000 2756.00| 520.00000 2756.00| 520.00000 2756.00 MULCHING MATERIAL | | | 0053 621-06567 28.000 kL | 1.00000 28.00| 1.00000 28.00| 1.00000 28.00 WATER | | | 0054 621-06574 1564.000 m2 | 3.65000 5708.60| 3.65000 5708.60| 3.65000 5708.60 SODDING | | | 0055 715-05048 974.000 m | 10.00000 9740.00| 9.85000 9593.90| 7.82000 7616.68 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05053 141.000 m | 35.00000 4935.00| 30.00000 4230.00| 41.80000 5893.80 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0057 715-05149 65.000 m | 60.00000 3900.00| 64.39000 4185.35| 71.52000 4648.80 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05151 119.000 m | 65.00000 7735.00| 71.37000 8493.03| 87.10000 10364.90 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0059 715-05152 106.000 m | 70.00000 7420.00| 79.85000 8464.10| 81.51000 8640.06 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0060 715-05168 7.000 m | 60.00000 420.00| 121.35000 849.45| 152.08000 1064.56 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0061 715-46000 6.000 EACH| 500.00000 3000.00| 275.01000 1650.06| 254.33000 1525.98 PIPE END SECTION, 300 mm | | | 0062 716-04832 24.000 m | 130.00000 3120.00| 118.42000 2842.08| 199.60000 4790.40 PIPE CASING, 450 mm DIA, 6 mm THICK | | | 0063 718-06528 7.000 EACH| 500.00000 3500.00| 750.00000 5250.00| 794.52000 5561.64 OUTLET PROTECTOR, 1 | | | 0064 718-06531 2.000 EACH| 500.00000 1000.00| 600.00000 1200.00| 830.96000 1661.92 OUTLET PROTECTOR, 3 | | | 0065 718-06532 974.000 m | 4.00000 3896.00| 3.29000 3204.46| 2.78000 2707.72 VIDEO INSPECTION FOR UNDERDRAINS | | | 0066 718-52610 221.000 m3 | 60.00000 13260.00| 45.00000 9945.00| 28.51000 6300.71 AGGREGATE FOR UNDERDRAINS | | | 0067 720-01091 1.000 EACH| 2500.00000 2500.00| 1758.05000 1758.05| 2198.77000 2198.77 MANHOLE, C10, MODIFIED | | | 0068 720-44000 1.000 EACH| 250.00000 250.00| 337.52000 337.52| 500.00000 500.00 CASTING, ADJUST TO GRADE | | | 0069 720-45045 8.000 EACH| 1400.00000 11200.00| 1758.04000 14064.32| 1692.95000 13543.60 INLET, J10 | | | 0070 720-45145 1.000 EACH| 1600.00000 1600.00| 2008.05000 2008.05| 1916.53000 1916.53 INLET, J10, MODIFIED | | | 0071 720-45410 2.000 EACH| 2000.00000 4000.00| 1597.04000 3194.08| 2007.76000 4015.52 MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 732-02744 1.000 EACH| 500.00000 500.00| 537.52000 537.52| 814.45000 814.45 GATE VALVE AND BOX, 150 mm | | | 0073 732-02745 5.000 EACH| 600.00000 3000.00| 637.52000 3187.60| 971.79000 4858.95 GATE VALVE AND BOX, 200 mm | | | 0074 732-03072 1.000 EACH| 220.00000 220.00| 537.52000 537.52| 624.57000 624.57 TEE 200 mm x 200 mm x 150 mm | | | 0075 732-03072 3.000 EACH| 230.00000 690.00| 537.52000 1612.56| 624.57000 1873.71 TEE 200 mm x 200 mm x 200 mm | | | 0076 732-03074 1.000 EACH| 100.00000 100.00| 322.52000 322.52| 584.42000 584.42 REDUCER 150 mm x 100 mm | | | 0077 732-03074 1.000 EACH| 130.00000 130.00| 322.52000 322.52| 599.51000 599.51 REDUCER 200 mm x 150 mm | | | 0078 732-04837 1.000 EACH| 135.00000 135.00| 999.18000 999.18| 582.15000 582.15 PLUG RESTRAINED, 200 mm | | | 0079 732-05538 LUMP| 27500.00000 27500.00| 9100.28000 9100.28| 4735.32000 4735.32 TESTING AND DISINFECTION | | | 0080 732-91738 55.000 m | 40.00000 2200.00| 45.56000 2505.80| 113.00000 6215.00 WATER MAIN, DUCTILE IRON, 150 mm | | | 0081 732-91739 380.000 m | 50.00000 19000.00| 52.24000 19851.20| 95.56000 36312.80 WATER MAIN, DUCTILE IRON, 200 mm | | | 0082 801-01851 LUMP| 15240.00000 15240.00| 15240.00000 15240.00| 26000.00000 26000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , LOCATION NO. 1 | | | 0083 801-01851 LUMP| 13590.00000 13590.00| 13590.00000 13590.00| 26000.00000 26000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , LOCATION NO. 2 | | | 0084 801-03290 4.000 EACH| 110.00000 440.00| 110.00000 440.00| 110.00000 440.00 CONSTRUCTION SIGN, C | | | 0085 801-04308 6.000 EACH| 109.00000 654.00| 109.00000 654.00| 109.00000 654.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06207 3500.000 m | 2.60000 9100.00| 2.60000 9100.00| 2.60000 9100.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0087 801-06211 12.000 EACH| 35.00000 420.00| 35.00000 420.00| 35.00000 420.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0088 801-06212 8.000 EACH| 70.00000 560.00| 70.00000 560.00| 70.00000 560.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0089 801-06577 40.000 m | 14.70000 588.00| 14.70000 588.00| 14.70000 588.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 801-06605 8.000 EACH| 70.00000 560.00| 70.00000 560.00| 70.00000 560.00 BARRICADE, IIIA | | | 0091 801-06606 34.000 EACH| 110.00000 3740.00| 110.00000 3740.00| 110.00000 3740.00 BARRICADE, IIIB | | | 0092 801-06625 18.000 EACH| 65.00000 1170.00| 65.00000 1170.00| 65.00000 1170.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 33.000 EACH| 72.00000 2376.00| 72.00000 2376.00| 72.00000 2376.00 CONSTRUCTION SIGN, A | | | 0094 801-06645 4.000 EACH| 20.00000 80.00| 20.00000 80.00| 20.00000 80.00 CONSTRUCTION SIGN, B | | | 0095 801-06710 300.000 DAY | 14.00000 4200.00| 14.00000 4200.00| 14.00000 4200.00 FLASHING ARROW SIGN | | | 0096 801-06775 LUMP| 20000.00000 20000.00| 20381.58000 20381.58| 60000.00000 60000.00 MAINTAINING TRAFFIC | | | 0097 801-09133 4.000 EACH| 5200.00000 20800.00| 5200.00000 20800.00| 5200.00000 20800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0098 801-97643 519.000 m | 9.50000 4930.50| 9.50000 4930.50| 9.50000 4930.50 TEMPORARY BUZZ STRIPS | | | 0099 802-05701 55.700 m | 27.20000 1515.04| 27.20000 1515.04| 32.80000 1826.96 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0100 802-76025 0.562 m2 | 154.45000 86.80| 155.00000 87.11| 123.35000 69.32 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0101 802-76035 11.880 m2 | 160.00000 1900.80| 160.00000 1900.80| 129.17000 1534.54 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0102 804-06770 9.000 EACH| 10.00000 90.00| 10.00000 90.00| 40.00000 360.00 DELINEATOR POST | | | 0103 805-01842 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 550.00000 550.00 HANDHOLE, SIGNAL | | | 0104 805-02087 LUMP| 680.00000 680.00| 680.00000 680.00| 1500.00000 1500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0105 805-02595 1.000 EACH| 370.00000 370.00| 370.00000 370.00| 250.00000 250.00 CONTROLLER, RESET TIMING | | | 0106 805-02657 10.000 EACH| 3140.00000 31400.00| 3140.00000 31400.00| 2100.00000 21000.00 CAMERA | | | 0107 805-02658 190.000 m | 3.40000 646.00| 3.40000 646.00| 6.56000 1246.40 CABLE, COAXIAL | | | 0108 805-02799 5.000 EACH| 800.00000 4000.00| 800.00000 4000.00| 1100.00000 5500.00 MAST ARM, 7.6 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 805-04782 3.000 EACH| 16010.00000 48030.00| 16010.00000 48030.00| 19000.00000 57000.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0110 805-06592 10.000 m | 46.00000 460.00| 46.00000 460.00| 32.80000 328.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0111 805-78100 1.000 EACH| 9250.00000 9250.00| 9250.00000 9250.00| 8700.00000 8700.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0112 805-78215 2.000 EACH| 450.00000 900.00| 450.00000 900.00| 400.00000 800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0113 805-78385 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 3300.00000 6600.00 SIGNAL, POLE, WOOD, 2, 13.7 m | | | 0114 805-78480 190.000 m | 3.00000 570.00| 3.00000 570.00| 1.97000 374.30 SIGNAL CABLE, 3C 14GA. | | | 0115 805-78490 120.000 m | 3.60000 432.00| 3.60000 432.00| 3.28000 393.60 SIGNAL CABLE, 7C 14GA. | | | 0116 805-78930 1.000 EACH| 550.00000 550.00| 550.00000 550.00| 700.00000 700.00 CONTROLLER CABINET FOUNDATION, M , | | | MODIFIED T0 P-1 | | | 0117 805-93027 3.000 EACH| 650.00000 1950.00| 650.00000 1950.00| 1000.00000 3000.00 MAST ARM, 6.1 m | | | 0118 805-94295 1.000 EACH| 210.00000 210.00| 210.00000 210.00| 250.00000 250.00 SIGNAL HEAD, RELOCATE | | | 0119 807-02579 1.000 EACH| 580.00000 580.00| 580.00000 580.00| 900.00000 900.00 MAST ARM, 4.6 m. | | | 0120 808-06701 234.000 m | 1.15000 269.10| 1.15000 269.10| 1.15000 269.10 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0121 808-06713 287.000 m | 0.62000 177.94| 0.62000 177.94| 0.62000 177.94 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0122 808-06716 1000.000 m | 1.15000 1150.00| 1.15000 1150.00| 1.15000 1150.00 LINE, REMOVE | | | 0123 808-75245 1023.000 m | 1.15000 1176.45| 1.15000 1176.45| 1.15000 1176.45 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0124 808-75297 21.000 m | 6.69000 140.49| 6.69000 140.49| 6.69000 140.49 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0125 808-75300 75.000 m | 1.69000 126.75| 1.69000 126.75| 1.69000 126.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,469,700.02| $ 1,645,617.07| $ 1,687,426.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,469,700.02| $ 1,645,617.07| $ 1,687,426.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 |(5) 35-0997978 |(6) 35-1489621 |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL AND UTILITY RELOCATION | | | 0001 105-01925 8.000 MOS | 1250.00000 10000.00| 1440.00000 11520.00| 800.00000 6400.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 28000.00000 28000.00| 21000.00000 21000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 85000.00000 85000.00| 89000.00000 89000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 37500.00000 37500.00| 44000.00000 44000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 201-52370 LUMP| 45000.00000 45000.00| 30000.00000 30000.00| 2500.00000 2500.00 CLEARING RIGHT OF WAY , UTILITY | | | RELOCATION | | | 0006 202-02240 7217.000 m2 | 4.70000 33919.90| 4.90000 35363.30| 10.00000 72170.00 PAVEMENT, REMOVE | | | 0007 202-02240 252.000 m2 | 5.70000 1436.40| 4.00000 1008.00| 8.00000 2016.00 PAVEMENT, REMOVE , CONCRETE DRIVES | | | 0008 202-02241 361.000 m | 6.30000 2274.30| 7.65000 2761.65| 7.65000 2761.65 GUARDRAIL, REMOVE | | | 0009 202-02271 2.000 EACH| 425.00000 850.00| 300.00000 600.00| 200.00000 400.00 HEADWALL, REMOVE | | | 0010 202-02278 540.000 m | 18.00000 9720.00| 10.00000 5400.00| 2.00000 1080.00 CURB, CONCRETE, REMOVE | | | 0011 202-51330 LUMP| 75900.00000 75900.00| 165000.00000 165000.00| 480000.00000 480000.00 PRESENT STRUCTURE, REMOVE | | | 0012 202-52710 449.000 m2 | 6.00000 2694.00| 6.80000 3053.20| 4.00000 1796.00 SIDEWALK, CONCRETE, REMOVE | | | 0013 202-60820 1075.000 m2 | 6.00000 6450.00| 2.60000 2795.00| 1.00000 1075.00 SURFACE MILLING, ASPHALT | | | 0014 203-01994 1205.000 m3 | 15.00000 18075.00| 7.70000 9278.50| 12.00000 14460.00 ENCASEMENT MATERIAL | | | 0015 203-02000 31706.000 m3 | 7.25000 229868.50| 5.00000 158530.00| 7.00000 221942.00 EXCAVATION, COMMON | | | 0016 203-05859 1690.000 m3 | 11.00000 18590.00| 11.30000 19097.00| 6.00000 10140.00 FILL , TIRE CHIPS | | | 0017 203-95673 1690.000 m3 | 14.00000 23660.00| 21.50000 36335.00| 10.00000 16900.00 BACKFILL, GRANULAR | | | 0018 204-02290 9.000 EACH| 720.00000 6480.00| 800.00000 7200.00| 750.00000 6750.00 SETTLEMENT PLATE | | | 0019 205-02224 1385.000 m | 5.20000 7202.00| 5.40000 7479.00| 5.40000 7479.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 |(5) 35-0997978 |(6) 35-1489621 |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-02231 58.000 m | 79.00000 4582.00| 66.40000 3851.20| 50.00000 2900.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0021 205-02234 4.000 EACH| 47.00000 188.00| 45.00000 180.00| 45.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0022 205-02236 1.000 EACH| 68.00000 68.00| 65.00000 65.00| 65.00000 65.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0023 205-02237 15.000 EACH| 32.00000 480.00| 30.00000 450.00| 30.00000 450.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0025 211-02060 744.000 m3 | 17.00000 12648.00| 15.50000 11532.00| 5.00000 3720.00 B BORROW FOR STRUCTURE BACKFILL | | | 0026 303-52308 6825.000 Mg | 15.50000 105787.50| 16.60000 113295.00| 15.00000 102375.00 COMPACTED AGGREGATE, O, 53 | | | 0027 303-98541 5.000 Mg | 45.00000 225.00| 82.00000 410.00| 25.00000 125.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0028 401-05437 8129.000 Mg | 38.00000 308902.00| 37.00000 300773.00| 37.00000 300773.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0029 401-05455 1541.000 Mg | 41.00000 63181.00| 37.00000 57017.00| 40.00000 61640.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0030 401-05456 710.000 Mg | 49.00000 34790.00| 52.00000 36920.00| 53.50000 37985.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0031 401-05467 270.000 m | 13.00000 3510.00| 12.00000 3240.00| 12.00000 3240.00 MILLED HMA CORRUGATIONS | | | 0032 402-05481 116.000 Mg | 55.00000 6380.00| 37.00000 4292.00| 55.50000 6438.00 HMA BASE 25.0 mm, SHOULDER | | | 0033 402-05487 107.000 Mg | 55.00000 5885.00| 37.00000 3959.00| 58.50000 6259.50 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0034 402-05490 58.000 Mg | 65.00000 3770.00| 52.00000 3016.00| 72.75000 4219.50 HMA SURFACE 9.5 mm, SHOULDER | | | 0035 405-05518 7902.000 m2 | 0.40000 3160.80| 0.25000 1975.50| 1.30000 10272.60 ASPHALT FOR PRIME COAT | | | 0036 406-05520 10.700 Mg | 255.00000 2728.50| 1.00000 10.70| 160.00000 1712.00 ASPHALT FOR TACK COAT | | | 0037 604-06069 78.000 m2 | 44.00000 3432.00| 41.00000 3198.00| 40.00000 3120.00 CURB RAMP, CONCRETE | | | 0038 604-06070 1047.000 m2 | 28.00000 29316.00| 32.00000 33504.00| 24.50000 25651.50 SIDEWALK, CONCRETE | | | 0039 605-06140 60.000 m | 55.00000 3300.00| 67.00000 4020.00| 50.00000 3000.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 |(5) 35-0997978 |(6) 35-1489621 |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 605-06150 760.000 m | 41.00000 31160.00| 48.00000 36480.00| 42.00000 31920.00 CURB AND GUTTER, C, CONCRETE | | | 0041 611-05330 255.300 m2 | 44.00000 11233.20| 44.00000 11233.20| 40.00000 10212.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0042 611-06497 2.000 EACH| 225.00000 450.00| 215.00000 430.00| 215.00000 430.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 611-95728 487.000 m2 | 50.00000 24350.00| 46.00000 22402.00| 45.00000 21915.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0044 615-06490 3.000 EACH| 190.00000 570.00| 142.00000 426.00| 142.00000 426.00 RIGHT OF WAY MARKER | | | 0045 615-06505 2.000 EACH| 425.00000 850.00| 575.00000 1150.00| 575.00000 1150.00 MONUMENT, B | | | 0046 616-02320 2700.000 m2 | 2.65000 7155.00| 3.50000 9450.00| 2.30000 6210.00 GEOTEXTILES | | | 0047 616-06406 71.000 m2 | 39.00000 2769.00| 33.50000 2378.50| 30.00000 2130.00 RIPRAP, REVETMENT | | | 0048 621-01004 3.000 EACH| 775.00000 2325.00| 750.00000 2250.00| 750.00000 2250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-01882 100.000 kg | 11.50000 1150.00| 11.00000 1100.00| 11.00000 1100.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0050 621-06545 0.900 Mg | 755.00000 679.50| 675.00000 607.50| 675.00000 607.50 FERTILIZER | | | 0051 621-06553 145.000 kg | 9.50000 1377.50| 9.10000 1319.50| 9.05000 1312.25 SEED MIXTURE, R | | | 0052 621-06565 5.300 Mg | 560.00000 2968.00| 520.00000 2756.00| 520.00000 2756.00 MULCHING MATERIAL | | | 0053 621-06567 28.000 kL | 1.00000 28.00| 1.00000 28.00| 1.00000 28.00 WATER | | | 0054 621-06574 1564.000 m2 | 5.00000 7820.00| 3.65000 5708.60| 3.65000 5708.60 SODDING | | | 0055 715-05048 974.000 m | 26.00000 25324.00| 17.00000 16558.00| 5.00000 4870.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05053 141.000 m | 58.00000 8178.00| 38.00000 5358.00| 2.00000 282.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0057 715-05149 65.000 m | 100.00000 6500.00| 100.00000 6500.00| 60.00000 3900.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05151 119.000 m | 110.00000 13090.00| 120.00000 14280.00| 65.00000 7735.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 |(5) 35-0997978 |(6) 35-1489621 |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05152 106.000 m | 125.00000 13250.00| 117.00000 12402.00| 70.00000 7420.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0060 715-05168 7.000 m | 210.00000 1470.00| 83.10000 581.70| 60.00000 420.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0061 715-46000 6.000 EACH| 180.00000 1080.00| 150.00000 900.00| 500.00000 3000.00 PIPE END SECTION, 300 mm | | | 0062 716-04832 24.000 m | 195.00000 4680.00| 1100.00000 26400.00| 130.00000 3120.00 PIPE CASING, 450 mm DIA, 6 mm THICK | | | 0063 718-06528 7.000 EACH| 650.00000 4550.00| 600.00000 4200.00| 450.00000 3150.00 OUTLET PROTECTOR, 1 | | | 0064 718-06531 2.000 EACH| 600.00000 1200.00| 550.00000 1100.00| 420.00000 840.00 OUTLET PROTECTOR, 3 | | | 0065 718-06532 974.000 m | 3.00000 2922.00| 3.00000 2922.00| 1.00000 974.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0066 718-52610 221.000 m3 | 28.00000 6188.00| 25.00000 5525.00| 30.00000 6630.00 AGGREGATE FOR UNDERDRAINS | | | 0067 720-01091 1.000 EACH| 1900.00000 1900.00| 2300.00000 2300.00| 2500.00000 2500.00 MANHOLE, C10, MODIFIED | | | 0068 720-44000 1.000 EACH| 550.00000 550.00| 500.00000 500.00| 250.00000 250.00 CASTING, ADJUST TO GRADE | | | 0069 720-45045 8.000 EACH| 1400.00000 11200.00| 1450.00000 11600.00| 1400.00000 11200.00 INLET, J10 | | | 0070 720-45145 1.000 EACH| 1800.00000 1800.00| 1500.00000 1500.00| 1600.00000 1600.00 INLET, J10, MODIFIED | | | 0071 720-45410 2.000 EACH| 1400.00000 2800.00| 2100.00000 4200.00| 2000.00000 4000.00 MANHOLE, C4 | | | 0072 732-02744 1.000 EACH| 565.00000 565.00| 760.00000 760.00| 500.00000 500.00 GATE VALVE AND BOX, 150 mm | | | 0073 732-02745 5.000 EACH| 750.00000 3750.00| 920.00000 4600.00| 600.00000 3000.00 GATE VALVE AND BOX, 200 mm | | | 0074 732-03072 1.000 EACH| 290.00000 290.00| 500.00000 500.00| 220.00000 220.00 TEE 200 mm x 200 mm x 150 mm | | | 0075 732-03072 3.000 EACH| 400.00000 1200.00| 510.00000 1530.00| 230.00000 690.00 TEE 200 mm x 200 mm x 200 mm | | | 0076 732-03074 1.000 EACH| 170.00000 170.00| 240.00000 240.00| 100.00000 100.00 REDUCER 150 mm x 100 mm | | | 0077 732-03074 1.000 EACH| 210.00000 210.00| 265.00000 265.00| 130.00000 130.00 REDUCER 200 mm x 150 mm | | | 0078 732-04837 1.000 EACH| 180.00000 180.00| 250.00000 250.00| 135.00000 135.00 PLUG RESTRAINED, 200 mm | | | 0079 732-05538 LUMP| 7500.00000 7500.00| 4100.00000 4100.00| 26800.00000 26800.00 TESTING AND DISINFECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 |(5) 35-0997978 |(6) 35-1489621 |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 732-91738 55.000 m | 145.00000 7975.00| 117.00000 6435.00| 40.00000 2200.00 WATER MAIN, DUCTILE IRON, 150 mm | | | 0081 732-91739 380.000 m | 165.00000 62700.00| 123.00000 46740.00| 50.00000 19000.00 WATER MAIN, DUCTILE IRON, 200 mm | | | 0082 801-01851 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| 26000.00000 26000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , LOCATION NO. 1 | | | 0083 801-01851 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 26000.00000 26000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , LOCATION NO. 2 | | | 0084 801-03290 4.000 EACH| 115.00000 460.00| 110.00000 440.00| 110.00000 440.00 CONSTRUCTION SIGN, C | | | 0085 801-04308 6.000 EACH| 115.00000 690.00| 109.00000 654.00| 109.00000 654.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06207 3500.000 m | 2.80000 9800.00| 2.60000 9100.00| 2.60000 9100.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0087 801-06211 12.000 EACH| 36.00000 432.00| 35.00000 420.00| 35.00000 420.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0088 801-06212 8.000 EACH| 76.00000 608.00| 70.00000 560.00| 70.00000 560.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0089 801-06577 40.000 m | 15.50000 620.00| 14.70000 588.00| 14.70000 588.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0090 801-06605 8.000 EACH| 75.00000 600.00| 70.00000 560.00| 70.00000 560.00 BARRICADE, IIIA | | | 0091 801-06606 34.000 EACH| 119.00000 4046.00| 110.00000 3740.00| 110.00000 3740.00 BARRICADE, IIIB | | | 0092 801-06625 18.000 EACH| 70.00000 1260.00| 65.00000 1170.00| 65.00000 1170.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 33.000 EACH| 80.00000 2640.00| 72.00000 2376.00| 72.00000 2376.00 CONSTRUCTION SIGN, A | | | 0094 801-06645 4.000 EACH| 20.00000 80.00| 20.00000 80.00| 20.00000 80.00 CONSTRUCTION SIGN, B | | | 0095 801-06710 300.000 DAY | 22.00000 6600.00| 14.00000 4200.00| 14.00000 4200.00 FLASHING ARROW SIGN | | | 0096 801-06775 LUMP| 22560.00000 22560.00| 49400.00000 49400.00| 9800.00000 9800.00 MAINTAINING TRAFFIC | | | 0097 801-09133 4.000 EACH| 5200.00000 20800.00| 5200.00000 20800.00| 5200.00000 20800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 |(5) 35-0997978 |(6) 35-1489621 |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 801-97643 519.000 m | 10.00000 5190.00| 9.50000 4930.50| 9.50000 4930.50 TEMPORARY BUZZ STRIPS | | | 0099 802-05701 55.700 m | 29.00000 1615.30| 24.50000 1364.65| 32.80000 1826.96 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0100 802-76025 0.562 m2 | 165.00000 92.73| 140.00000 78.68| 123.33000 69.31 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0101 802-76035 11.880 m2 | 170.00000 2019.60| 148.31000 1761.92| 129.17000 1534.54 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0102 804-06770 9.000 EACH| 22.00000 198.00| 10.00000 90.00| 26.00000 234.00 DELINEATOR POST | | | 0103 805-01842 1.000 EACH| 645.00000 645.00| 1200.00000 1200.00| 550.00000 550.00 HANDHOLE, SIGNAL | | | 0104 805-02087 LUMP| 730.00000 730.00| 700.00000 700.00| 1500.00000 1500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0105 805-02595 1.000 EACH| 390.00000 390.00| 200.00000 200.00| 250.00000 250.00 CONTROLLER, RESET TIMING | | | 0106 805-02657 10.000 EACH| 3390.00000 33900.00| 500.00000 5000.00| 2100.00000 21000.00 CAMERA | | | 0107 805-02658 190.000 m | 3.60000 684.00| 6.50000 1235.00| 6.56000 1246.40 CABLE, COAXIAL | | | 0108 805-02799 5.000 EACH| 860.00000 4300.00| 1000.00000 5000.00| 1100.00000 5500.00 MAST ARM, 7.6 m | | | 0109 805-04782 3.000 EACH| 17800.00000 53400.00| 30000.00000 90000.00| 19000.00000 57000.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0110 805-06592 10.000 m | 48.00000 480.00| 33.00000 330.00| 32.80000 328.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0111 805-78100 1.000 EACH| 10000.00000 10000.00| 7500.00000 7500.00| 8700.00000 8700.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0112 805-78215 2.000 EACH| 480.00000 960.00| 410.00000 820.00| 400.00000 800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0113 805-78385 2.000 EACH| 700.00000 1400.00| 1400.00000 2800.00| 3300.00000 6600.00 SIGNAL, POLE, WOOD, 2, 13.7 m | | | 0114 805-78480 190.000 m | 3.20000 608.00| 1.00000 190.00| 1.97000 374.30 SIGNAL CABLE, 3C 14GA. | | | 0115 805-78490 120.000 m | 3.90000 468.00| 1.40000 168.00| 3.28000 393.60 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 144 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,908.01 ROUTE : US 31 CALL ORDER : 144 CONTRACT ID : R -25268-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 |(5) 35-0997978 |(6) 35-1489621 |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 805-78930 1.000 EACH| 590.00000 590.00| 600.00000 600.00| 700.00000 700.00 CONTROLLER CABINET FOUNDATION, M , | | | MODIFIED T0 P-1 | | | 0117 805-93027 3.000 EACH| 700.00000 2100.00| 1600.00000 4800.00| 1000.00000 3000.00 MAST ARM, 6.1 m | | | 0118 805-94295 1.000 EACH| 225.00000 225.00| 200.00000 200.00| 250.00000 250.00 SIGNAL HEAD, RELOCATE | | | 0119 807-02579 1.000 EACH| 620.00000 620.00| 800.00000 800.00| 900.00000 900.00 MAST ARM, 4.6 m. | | | 0120 808-06701 234.000 m | 1.24000 290.16| 1.20000 280.80| 1.15000 269.10 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0121 808-06713 287.000 m | 0.67000 192.29| 0.62000 177.94| 0.62000 177.94 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0122 808-06716 1000.000 m | 1.24000 1240.00| 1.15000 1150.00| 1.15000 1150.00 LINE, REMOVE | | | 0123 808-75245 1023.000 m | 1.24000 1268.52| 1.15000 1176.45| 1.15000 1176.45 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0124 808-75297 21.000 m | 7.23000 151.83| 6.70000 140.70| 6.69000 140.49 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0125 808-75300 75.000 m | 1.83000 137.25| 1.70000 127.50| 1.69000 126.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 1,747,152.78| $ 1,778,005.19| $ 1,962,033.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,747,152.78| $ 1,778,005.19| $ 1,962,033.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 148 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 250,759.71 ROUTE : US 231 CALL ORDER : 148 CONTRACT ID : R -25270-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0753026 0753026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 191,876.05 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 203,973.78 106.3049% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 248,317.16 129.4154% 4 35-1878024 RAGLE, INC. $ 259,607.93 135.2998% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 271,358.25 141.4237% 6 35-1995838 NFH, INC. $ 278,390.10 145.0885% ==================================================================================================================================== |(1) 35-1009310 |(2) 35-0626844 |(3) 35-1618530 |DEIG BROTHERS LUMBER & CONST|RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 4.000 MOS | 1790.00000 7160.00| 950.00000 3800.00| 1500.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5200.00000 5200.00| 3230.00000 3230.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9000.00000 9000.00| 9500.00000 9500.00| 12400.00000 12400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3200.00000 3200.00| 9600.00000 9600.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 66.500 m2 | 17.00000 1130.50| 20.20000 1343.30| 80.00000 5320.00 PAVEMENT, REMOVE | | | 0006 202-02278 80.000 m | 26.00000 2080.00| 16.80000 1344.00| 60.00000 4800.00 CURB, CONCRETE, REMOVE | | | 0007 202-02772 6.000 EACH| 415.00000 2490.00| 6.10000 36.60| 300.00000 1800.00 CASTING, REMOVE | | | 0009 202-03000 LUMP| 8200.00000 8200.00| 9100.00000 9100.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0010 202-60820 1783.000 m2 | 2.90000 5170.70| 2.20000 3922.60| 3.00000 5349.00 SURFACE MILLING, ASPHALT | | | 0011 203-02000 126.000 m3 | 18.00000 2268.00| 42.60000 5367.60| 45.00000 5670.00 EXCAVATION, COMMON | | | 0012 203-02045 119.000 m3 | 15.50000 1844.50| 42.60000 5069.40| 68.00000 8092.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 303-52308 1.500 Mg | 40.00000 60.00| 23.00000 34.50| 60.00000 90.00 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 148 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 250,759.71 ROUTE : US 231 CALL ORDER : 148 CONTRACT ID : R -25270-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-0626844 |(3) 35-1618530 |DEIG BROTHERS LUMBER & CONST|RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 401-05437 186.800 Mg | 58.00000 10834.40| 55.00000 10274.00| 58.00000 10834.40 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0015 401-05455 325.400 Mg | 58.00000 18873.20| 55.00000 17897.00| 58.00000 18873.20 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 147.900 Mg | 68.00000 10057.20| 65.00000 9613.50| 69.00000 10205.10 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 406-05520 1.000 Mg | 200.00000 200.00| 175.00000 175.00| 190.00000 190.00 ASPHALT FOR TACK COAT | | | 0018 604-06069 28.300 m2 | 63.00000 1782.90| 86.00000 2433.80| 90.00000 2547.00 CURB RAMP, CONCRETE | | | 0019 605-06120 26.000 m | 61.00000 1586.00| 88.00000 2288.00| 100.00000 2600.00 CURB, CONCRETE | | | 0020 605-06150 130.800 m | 60.00000 7848.00| 106.00000 13864.80| 110.00000 14388.00 CURB AND GUTTER, C, CONCRETE | | | 0021 611-05330 3.700 m2 | 74.00000 273.80| 189.00000 699.30| 130.00000 481.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0022 621-06575 178.000 m2 | 8.50000 1513.00| 11.00000 1958.00| 9.00000 1602.00 SODDING, NURSERY | | | 0023 720-44000 2.000 EACH| 415.00000 830.00| 700.00000 1400.00| 420.00000 840.00 CASTING, ADJUST TO GRADE | | | 0024 801-01504 2.000 EACH| 106.00000 212.00| 100.00000 200.00| 105.00000 210.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0025 801-06218 23.100 m | 20.90000 482.79| 19.70000 455.07| 20.00000 462.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0026 801-06640 22.000 EACH| 69.00000 1518.00| 65.00000 1430.00| 70.00000 1540.00 CONSTRUCTION SIGN, A | | | 0027 801-06643 1033.200 m | 3.00000 3099.60| 3.00000 3099.60| 3.50000 3616.20 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0028 801-06710 180.000 DAY | 20.00000 3600.00| 16.00000 2880.00| 20.00000 3600.00 FLASHING ARROW SIGN | | | 0029 801-06775 LUMP| 7700.00000 7700.00| 12700.00000 12700.00| 26000.00000 26000.00 MAINTAINING TRAFFIC | | | 0030 802-02489 24.300 m | 34.00000 826.20| 33.00000 801.90| 35.00000 850.50 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0031 802-76025 4.500 m2 | 203.00000 913.50| 193.00000 868.50| 199.00000 895.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 148 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 250,759.71 ROUTE : US 231 CALL ORDER : 148 CONTRACT ID : R -25270-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-0626844 |(3) 35-1618530 |DEIG BROTHERS LUMBER & CONST|RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 802-76035 4.000 m2 | 226.00000 904.00| 215.00000 860.00| 230.00000 920.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0033 802-76045 1.200 m2 | 250.00000 300.00| 236.00000 283.20| 250.00000 300.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0034 805-01842 6.000 EACH| 655.00000 3930.00| 625.00000 3750.00| 700.00000 4200.00 HANDHOLE, SIGNAL | | | 0035 805-01844 180.400 m | 32.00000 5772.80| 33.00000 5953.20| 40.00000 7216.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0036 805-01879 1.000 EACH| 440.00000 440.00| 450.00000 450.00| 555.00000 555.00 SIGNAL SERVICE, INSTALL | | | 0037 805-02152 4.000 EACH| 410.00000 1640.00| 400.00000 1600.00| 420.00000 1680.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0038 805-02440 877.000 m | 1.40000 1227.80| 1.00000 877.00| 1.05000 920.85 SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0041 805-78100 1.000 EACH| 7940.00000 7940.00| 8500.00000 8500.00| 9000.00000 9000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0042 805-78205 8.000 EACH| 420.00000 3360.00| 400.00000 3200.00| 420.00000 3360.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0043 805-78370 3.000 EACH| 105.00000 315.00| 100.00000 300.00| 110.00000 330.00 PEDESTRIAN PUSH BUTTON | | | 0044 805-78415 4.000 EACH| 1325.00000 5300.00| 1100.00000 4400.00| 1200.00000 4800.00 SPAN, CATENARY, AND TETHER | | | 0045 805-78420 4.000 EACH| 260.00000 1040.00| 225.00000 900.00| 250.00000 1000.00 DISCONNECT HANGER | | | 0046 805-78467 50.000 m | 4.80000 240.00| 4.50000 225.00| 4.75000 237.50 SIGNAL CABLE, 3C 8GA. | | | 0047 805-78485 275.000 m | 2.80000 770.00| 3.00000 825.00| 3.20000 880.00 SIGNAL CABLE, 5C 14GA. | | | 0048 805-78490 500.000 m | 3.30000 1650.00| 3.30000 1650.00| 3.50000 1750.00 SIGNAL CABLE, 7C 14GA. | | | 0049 805-78510 1124.600 m | 2.25000 2530.35| 1.10000 1237.06| 1.20000 1349.52 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0050 805-78785 6.000 EACH| 615.00000 3690.00| 450.00000 2700.00| 4.70000 28.20 SIGNAL DETECTOR HOUSING | | | 0051 805-78795 289.700 m | 25.00000 7242.50| 26.25000 7604.63| 27.00000 7821.90 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 148 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 250,759.71 ROUTE : US 231 CALL ORDER : 148 CONTRACT ID : R -25270-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-0626844 |(3) 35-1618530 |DEIG BROTHERS LUMBER & CONST|RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 805-78925 1.000 EACH| 970.00000 970.00| 625.00000 625.00| 700.00000 700.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0053 805-81032 4.000 EACH| 2580.00000 10320.00| 2750.00000 11000.00| 3000.00000 12000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0054 808-06701 20.500 m | 1.90000 38.95| 1.77000 36.29| 1.90000 38.95 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0055 808-06703 66.400 m | 1.90000 126.16| 1.77000 117.53| 1.90000 126.16 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0056 808-06716 521.200 m | 2.10000 1094.52| 2.00000 1042.40| 2.13000 1110.16 LINE, REMOVE | | | 0057 808-75245 215.200 m | 1.90000 408.88| 1.77000 380.90| 2.00000 430.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0058 808-75297 24.000 m | 20.50000 492.00| 19.35000 464.40| 20.00000 480.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0059 808-75300 66.200 m | 5.00000 331.00| 4.92000 325.70| 5.10000 337.62 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0060 808-75320 2.000 EACH| 58.00000 116.00| 55.00000 110.00| 60.00000 120.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0061 808-75325 2.000 EACH| 69.00000 138.00| 65.00000 130.00| 68.00000 136.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0062 202-03135 37.200 m2 | 54.00000 2008.80| 75.00000 2790.00| 15.00000 558.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0063 805-02087 LUMP| 825.00000 825.00| 250.00000 250.00| 275.00000 275.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0064 805-78906 4.000 EACH| 1690.00000 6760.00| 1500.00000 6000.00| 1600.00000 6400.00 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | SECTION TOTALS | $ 191,876.05| $ 203,973.78| $ 248,317.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 191,876.05| $ 203,973.78| $ 248,317.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 148 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 250,759.71 ROUTE : US 231 CALL ORDER : 148 CONTRACT ID : R -25270-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0999231 |(6) 35-1995838 |RAGLE, INC. |HUNT PAVING COMPANY, INC. |NFH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 4.000 MOS | 1000.00000 4000.00| 1361.29000 5445.16| 900.00000 3600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 5775.00000 5775.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 41600.00000 41600.00| 23617.39000 23617.39| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5020.00000 5020.00| 17100.50000 17100.50| 23000.00000 23000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 66.500 m2 | 45.00000 2992.50| 44.10000 2932.65| 40.00000 2660.00 PAVEMENT, REMOVE | | | 0006 202-02278 80.000 m | 25.00000 2000.00| 35.93000 2874.40| 22.00000 1760.00 CURB, CONCRETE, REMOVE | | | 0007 202-02772 6.000 EACH| 250.00000 1500.00| 579.76000 3478.56| 100.00000 600.00 CASTING, REMOVE | | | 0009 202-03000 LUMP| 15000.00000 15000.00| 14300.00000 14300.00| 30000.00000 30000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0010 202-60820 1783.000 m2 | 5.00000 8915.00| 15.40000 27458.20| 5.50000 9806.50 SURFACE MILLING, ASPHALT | | | 0011 203-02000 126.000 m3 | 25.00000 3150.00| 46.10000 5808.60| 30.00000 3780.00 EXCAVATION, COMMON | | | 0012 203-02045 119.000 m3 | 25.00000 2975.00| 103.73000 12343.87| 30.00000 3570.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 303-52308 1.500 Mg | 80.00000 120.00| 24.09000 36.14| 50.00000 75.00 COMPACTED AGGREGATE, O, 53 | | | 0014 401-05437 186.800 Mg | 55.00000 10274.00| 57.75000 10787.70| 60.71000 11340.63 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0015 401-05455 325.400 Mg | 55.00000 17897.00| 57.75000 18791.85| 60.71000 19755.03 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 147.900 Mg | 65.00000 9613.50| 68.25000 10094.18| 72.00000 10648.80 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 406-05520 1.000 Mg | 175.00000 175.00| 183.75000 183.75| 200.00000 200.00 ASPHALT FOR TACK COAT | | | 0018 604-06069 28.300 m2 | 100.00000 2830.00| 41.48000 1173.88| 65.00000 1839.50 CURB RAMP, CONCRETE | | | 0019 605-06120 26.000 m | 100.00000 2600.00| 49.43000 1285.18| 58.00000 1508.00 CURB, CONCRETE | | | 0020 605-06150 130.800 m | 100.00000 13080.00| 49.43000 6465.44| 59.00000 7717.20 CURB AND GUTTER, C, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 148 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 250,759.71 ROUTE : US 231 CALL ORDER : 148 CONTRACT ID : R -25270-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0999231 |(6) 35-1995838 |RAGLE, INC. |HUNT PAVING COMPANY, INC. |NFH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 611-05330 3.700 m2 | 100.00000 370.00| 32.81000 121.40| 80.00000 296.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0022 621-06575 178.000 m2 | 4.50000 801.00| 19.18000 3414.04| 15.00000 2670.00 SODDING, NURSERY | | | 0023 720-44000 2.000 EACH| 450.00000 900.00| 1575.00000 3150.00| 425.00000 850.00 CASTING, ADJUST TO GRADE | | | 0024 801-01504 2.000 EACH| 35.00000 70.00| 105.00000 210.00| 110.00000 220.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0025 801-06218 23.100 m | 20.00000 462.00| 20.66000 477.25| 22.00000 508.20 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0026 801-06640 22.000 EACH| 50.00000 1100.00| 68.25000 1501.50| 72.00000 1584.00 CONSTRUCTION SIGN, A | | | 0027 801-06643 1033.200 m | 3.05000 3151.26| 3.15000 3254.58| 3.31000 3419.89 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0028 801-06710 180.000 DAY | 20.00000 3600.00| 16.80000 3024.00| 17.66000 3178.80 FLASHING ARROW SIGN | | | 0029 801-06775 LUMP| 30000.00000 30000.00| 10039.22000 10039.22| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0030 802-02489 24.300 m | 27.50000 668.25| 34.29000 833.25| 36.00000 874.80 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0031 802-76025 4.500 m2 | 144.00000 648.00| 202.23000 910.04| 215.00000 967.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0032 802-76035 4.000 m2 | 150.00000 600.00| 224.83000 899.32| 240.00000 960.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0033 802-76045 1.200 m2 | 162.00000 194.40| 247.42000 296.90| 265.00000 318.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0034 805-01842 6.000 EACH| 625.00000 3750.00| 651.00000 3906.00| 700.00000 4200.00 HANDHOLE, SIGNAL | | | 0035 805-01844 180.400 m | 33.00000 5953.20| 31.50000 5682.60| 37.00000 6674.80 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0036 805-01879 1.000 EACH| 450.00000 450.00| 446.25000 446.25| 500.00000 500.00 SIGNAL SERVICE, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 148 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 250,759.71 ROUTE : US 231 CALL ORDER : 148 CONTRACT ID : R -25270-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0999231 |(6) 35-1995838 |RAGLE, INC. |HUNT PAVING COMPANY, INC. |NFH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 805-02152 4.000 EACH| 400.00000 1600.00| 407.40000 1629.60| 445.00000 1780.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0038 805-02440 877.000 m | 1.00000 877.00| 1.37000 1201.49| 1.15000 1008.55 SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0041 805-78100 1.000 EACH| 8500.00000 8500.00| 8124.90000 8124.90| 10000.00000 10000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0042 805-78205 8.000 EACH| 400.00000 3200.00| 424.20000 3393.60| 445.00000 3560.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0043 805-78370 3.000 EACH| 100.00000 300.00| 105.00000 315.00| 110.00000 330.00 PEDESTRIAN PUSH BUTTON | | | 0044 805-78415 4.000 EACH| 1100.00000 4400.00| 1312.50000 5250.00| 1225.00000 4900.00 SPAN, CATENARY, AND TETHER | | | 0045 805-78420 4.000 EACH| 225.00000 900.00| 252.00000 1008.00| 250.00000 1000.00 DISCONNECT HANGER | | | 0046 805-78467 50.000 m | 4.50000 225.00| 4.83000 241.50| 5.00000 250.00 SIGNAL CABLE, 3C 8GA. | | | 0047 805-78485 275.000 m | 3.00000 825.00| 2.84000 781.00| 3.31000 910.25 SIGNAL CABLE, 5C 14GA. | | | 0048 805-78490 500.000 m | 3.30000 1650.00| 3.31000 1655.00| 3.65000 1825.00 SIGNAL CABLE, 7C 14GA. | | | 0049 805-78510 1124.600 m | 1.10000 1237.06| 2.21000 2485.37| 1.25000 1405.75 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0050 805-78785 6.000 EACH| 450.00000 2700.00| 609.00000 3654.00| 500.00000 3000.00 SIGNAL DETECTOR HOUSING | | | 0051 805-78795 289.700 m | 26.25000 7604.63| 25.20000 7300.44| 30.00000 8691.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0052 805-78925 1.000 EACH| 625.00000 625.00| 942.90000 942.90| 700.00000 700.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0053 805-81032 4.000 EACH| 2750.00000 11000.00| 2801.40000 11205.60| 3065.00000 12260.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0054 808-06701 20.500 m | 1.80000 36.90| 1.86000 38.13| 1.95000 39.98 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0055 808-06703 66.400 m | 1.80000 119.52| 1.86000 123.50| 1.95000 129.48 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0056 808-06716 521.200 m | 1.80000 938.16| 2.10000 1094.52| 2.25000 1172.70 LINE, REMOVE | | | 0057 808-75245 215.200 m | 1.80000 387.36| 1.86000 400.27| 1.95000 419.64 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 148 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 250,759.71 ROUTE : US 231 CALL ORDER : 148 CONTRACT ID : R -25270-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0999231 |(6) 35-1995838 |RAGLE, INC. |HUNT PAVING COMPANY, INC. |NFH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-75297 24.000 m | 9.75000 234.00| 20.32000 487.68| 22.00000 528.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0059 808-75300 66.200 m | 2.45000 162.19| 5.17000 342.25| 5.50000 364.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0060 808-75320 2.000 EACH| 55.00000 110.00| 57.75000 115.50| 62.00000 124.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0061 808-75325 2.000 EACH| 75.00000 150.00| 68.25000 136.50| 72.00000 144.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0062 202-03135 37.200 m2 | 30.00000 1116.00| 110.25000 4101.30| 75.00000 2790.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0063 805-02087 LUMP| 250.00000 250.00| 281.40000 281.40| 275.00000 275.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0064 805-78906 4.000 EACH| 1500.00000 6000.00| 1732.50000 6930.00| 1675.00000 6700.00 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | SECTION TOTALS | $ 259,607.93| $ 271,358.25| $ 278,390.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 259,607.93| $ 271,358.25| $ 278,390.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : NUS 321 CALL ORDER : 150 CONTRACT ID : R -25271-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 293,117.44 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 324,257.84 110.6238% 3 35-1878024 RAGLE, INC. $ 368,125.64 125.5898% 4 35-1995838 NFH, INC. $ 374,714.55 127.8376% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 379,711.83 129.5425% 6 35-0626844 RUDOLPH, J.H. & CO $ 396,677.74 135.3306% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 154 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 132,880.28 ROUTE : NUS 231 CALL ORDER : 154 CONTRACT ID : R -25316-A COUNTIES : SPENCER LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0753036 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 113,025.47 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 129,506.46 114.5816% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1009310 | |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 650.00000 3900.00| 1050.00000 6300.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 1590.00000 1590.00| 1500.00000 1500.00| CLEARING RIGHT OF WAY | | | 0004 202-60820 2827.000 m2 | 1.75000 4947.25| 2.80000 7915.60| SURFACE MILLING, ASPHALT | | | 0005 203-02000 2181.000 m3 | 11.40000 24863.40| 11.70000 25517.70| EXCAVATION, COMMON | | | 0006 205-02224 315.000 m | 6.55000 2063.25| 6.95000 2189.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02231 48.000 m | 86.40000 4147.20| 94.00000 4512.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0008 205-02234 1.000 EACH| 90.00000 90.00| 95.00000 95.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 211-02060 4.000 m3 | 28.00000 112.00| 42.00000 168.00| B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 432.000 Mg | 18.30000 7905.60| 20.65000 8920.80| COMPACTED AGGREGATE, O, 53 | | | 0011 401-05437 457.000 Mg | 47.50000 21707.50| 50.30000 22987.10| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0012 401-05455 114.000 Mg | 47.50000 5415.00| 50.30000 5734.20| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0013 401-05456 264.000 Mg | 60.00000 15840.00| 63.50000 16764.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 154 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 132,880.28 ROUTE : NUS 231 CALL ORDER : 154 CONTRACT ID : R -25316-A COUNTIES : SPENCER LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1009310 | |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 406-05520 1.140 Mg | 175.00000 199.50| 190.00000 216.60| ASPHALT FOR TACK COAT | | | 0015 616-02320 54.200 m2 | 2.60000 140.92| 3.00000 162.60| GEOTEXTILES | | | 0016 616-06405 12.500 Mg | 56.00000 700.00| 43.00000 537.50| RIPRAP, REVETMENT | | | 0017 621-06548 3.100 kg | 58.00000 179.80| 62.00000 192.20| SEED MIXTURE, CV | | | 0018 621-06559 2842.000 m2 | 0.73000 2074.66| 0.78000 2216.76| MULCHED SEEDING, R | | | 0019 621-06574 768.000 m2 | 4.85000 3724.80| 4.40000 3379.20| SODDING | | | 0020 715-05121 6.000 m | 50.00000 300.00| 69.00000 414.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0021 715-46010 1.000 EACH| 150.00000 150.00| 340.00000 340.00| PIPE END SECTION, 450 mm | | | 0022 801-06203 600.000 m | 1.50000 900.00| 1.00000 600.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0023 801-06640 15.000 EACH| 50.00000 750.00| 70.00000 1050.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 4000.00000 4000.00| 8500.00000 8500.00| MAINTAINING TRAFFIC | | | 0025 802-05701 20.200 m | 37.50000 757.50| 50.00000 1010.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0026 802-05702 21.700 m | 26.50000 575.05| 34.00000 737.80| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0027 802-76035 1.010 m2 | 169.00000 170.69| 240.00000 242.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0028 808-06713 718.700 m | 0.60000 431.22| 1.00000 718.70| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0029 808-06714 529.800 m | 0.60000 317.88| 1.00000 529.80| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0030 808-06726 8.500 m | 8.50000 72.25| 6.50000 55.25| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 113,025.47| $ 129,506.46| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 113,025.47| $ 129,506.46| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : W409008 W409009 W409005 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1284120 KOBERSTEIN TRUCKING $ 1,563,072.21 100.0000% 2 35-1134435 FOERTSCH CONSTRUCTION $ 1,777,438.56 113.7144% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,805,655.20 115.5196% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,817,590.66 116.2832% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 2,097,911.52 134.2171% ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1134435 |(3) 35-1009310 |KOBERSTEIN TRUCKING |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 UTILITY INSTALLATION | | | 0001 105-01925 15.000 MOS | 1350.00000 20250.00| 1300.00000 19500.00| 1535.00000 23025.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 39500.00000 39500.00| 45000.00000 45000.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 58000.00000 58000.00| 88000.00000 88000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 31000.00000 31000.00| 35000.00000 35000.00| 20350.00000 20350.00 CLEARING RIGHT OF WAY | | | 0005 202-01011 LUMP| 675.00000 675.00| 3000.00000 3000.00| 1800.00000 1800.00 ASBESTOS, REMOVE | | | 0006 202-03000 LUMP| 6500.00000 6500.00| 5000.00000 5000.00| 9850.00000 9850.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0007 203-02000 42399.000 CYS | 5.15000 218354.85| 6.60000 279833.40| 7.45000 315872.55 EXCAVATION, COMMON | | | 0008 205-02224 2425.000 LFT | 2.10000 5092.50| 2.35000 5698.75| 2.05000 4971.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02231 120.000 LFT | 10.00000 1200.00| 15.00000 1800.00| 28.00000 3360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 205-02234 5.000 EACH| 86.00000 430.00| 90.00000 450.00| 85.00000 425.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1134435 |(3) 35-1009310 |KOBERSTEIN TRUCKING |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 205-02236 9.000 EACH| 75.00000 675.00| 90.00000 810.00| 74.00000 666.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 205-02237 36.000 EACH| 64.00000 2304.00| 80.00000 2880.00| 63.00000 2268.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0013 205-02770 5200.000 SYS | 1.66000 8632.00| 2.05000 10660.00| 1.65000 8580.00 EROSION CONTROL BLANKET | | | 0014 211-02060 2527.000 CYS | 15.50000 39168.50| 22.00000 55594.00| 23.75000 60016.25 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 6.000 CYS | 175.00000 1050.00| 115.00000 690.00| 86.00000 516.00 FLOWABLE MORTAR | | | 0016 303-04075 27.000 TON | 18.00000 486.00| 25.00000 675.00| 18.50000 499.50 COMPACTED AGGREGATE, O, 73 | | | 0017 303-52308 667.000 TON | 13.25000 8837.75| 18.00000 12006.00| 17.20000 11472.40 COMPACTED AGGREGATE, O, 53 | | | 0018 305-05204 35.000 TON | 118.00000 4130.00| 121.00000 4235.00| 116.00000 4060.00 HMA FOR PATCHING | | | 0019 305-05206 396.000 TON | 66.50000 26334.00| 68.20000 27007.20| 65.00000 25740.00 WIDENING WITH HMA | | | 0020 402-05468 4464.000 TON | 31.00000 138384.00| 31.90000 142401.60| 31.00000 138384.00 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 1383.000 TON | 35.50000 49096.50| 36.30000 50202.90| 36.00000 49788.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 781.000 TON | 42.00000 32802.00| 42.90000 33504.90| 42.00000 32802.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 93.400 TON | 77.00000 7191.80| 79.20000 7397.28| 76.00000 7098.40 HMA BASE 25.0 mm, SHOULDER | | | 0024 404-05511 548.000 SYS | 7.50000 4110.00| 7.70000 4219.60| 7.00000 3836.00 SEAL COAT, 2 | | | 0025 405-05518 569.000 SYS | 1.10000 625.90| 1.10000 625.90| 1.00000 569.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 8.420 TON | 225.00000 1894.50| 231.00000 1945.02| 250.00000 2105.00 ASPHALT FOR TACK COAT | | | 0027 407-04348 21.000 SYS | 23.50000 493.50| 24.20000 508.20| 25.00000 525.00 SEAL COAT, 2 | | | 0028 601-02206 56.250 LFT | 13.50000 759.38| 13.75000 773.44| 13.20000 742.50 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0029 601-05999 2.000 EACH| 53.50000 107.00| 55.00000 110.00| 53.00000 106.00 CURVED TERMINAL END | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1134435 |(3) 35-1009310 |KOBERSTEIN TRUCKING |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 604-06069 115.000 SYS | 80.00000 9200.00| 82.50000 9487.50| 41.00000 4715.00 CURB RAMP, CONCRETE | | | 0031 604-06070 1191.000 SYS | 26.00000 30966.00| 26.40000 31442.40| 31.00000 36921.00 SIDEWALK, CONCRETE | | | 0032 605-06140 5705.000 LFT | 10.70000 61043.50| 11.00000 62755.00| 14.60000 83293.00 CURB AND GUTTER, CONCRETE , MODIFIED | | | 0033 610-05527 508.000 TON | 56.00000 28448.00| 57.20000 29057.60| 55.00000 27940.00 HMA FOR APPROACHES | | | 0034 611-05330 1329.000 SYS | 32.00000 42528.00| 33.00000 43857.00| 38.00000 50502.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0035 611-06497 21.000 EACH| 175.00000 3675.00| 115.50000 2425.50| 110.00000 2310.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 7.000 EACH| 200.00000 1400.00| 137.50000 962.50| 132.00000 924.00 MAILBOX ASSEMBLY, DOUBLE | | | 0037 615-06527 1.000 EACH| 425.00000 425.00| 343.50000 343.50| 420.00000 420.00 MONUMENT, SECTION CORNER | | | 0038 616-02320 1113.000 SYS | 1.80000 2003.40| 2.00000 2226.00| 2.60000 2893.80 GEOTEXTILES | | | 0039 616-06405 865.000 TON | 19.50000 16867.50| 19.00000 16435.00| 28.70000 24825.50 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH| 706.00000 1412.00| 726.00000 1452.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-01882 120.000 LBS | 4.90000 588.00| 5.00000 600.00| 4.82000 578.40 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0042 621-06545 1.270 TON | 600.00000 762.00| 616.00000 782.32| 590.00000 749.30 FERTILIZER | | | 0043 621-06554 422.000 LBS | 4.20000 1772.40| 4.29000 1810.38| 4.10000 1730.20 SEED MIXTURE, U | | | 0044 621-06565 6.520 TON | 482.00000 3142.64| 495.00000 3227.40| 480.00000 3129.60 MULCHING MATERIAL | | | 0045 621-06567 29.900 MG | 1.10000 32.89| 1.10000 32.89| 1.00000 29.90 WATER | | | 0046 621-06570 900.000 CYS | 13.00000 11700.00| 25.00000 22500.00| 6.50000 5850.00 TOP SOIL | | | 0047 621-06575 7363.000 SYS | 3.30000 24297.90| 3.36000 24739.68| 2.05000 15094.15 SODDING, NURSERY | | | 0048 715-02397 1.000 EACH| 1875.00000 1875.00| 1700.00000 1700.00| 1755.00000 1755.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0049 715-02904 2.000 EACH| 3750.00000 7500.00| 4114.00000 8228.00| 2595.00000 5190.00 INSERTION VALVE, 4 IN. LINE STOP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1134435 |(3) 35-1009310 |KOBERSTEIN TRUCKING |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 715-02905 2.000 EACH| 5600.00000 11200.00| 6066.50000 12133.00| 4885.00000 9770.00 INSERTION VALVE, 10 IN. LINE STOP | | | 0051 715-03025 4.000 EACH| 2025.00000 8100.00| 1630.00000 6520.00| 2145.00000 8580.00 SANITARY MANHOLE | | | 0052 715-04612 2380.000 LFT | 27.50000 65450.00| 25.85000 61523.00| 22.50000 53550.00 PIPE , STEEL, 4 IN. GAS MAIN | | | 0053 715-04612 619.000 LFT | 25.00000 15475.00| 42.00000 25998.00| 35.80000 22160.20 PIPE , PVC, 16 IN., C900 | | | 0054 715-04612 52.000 LFT | 74.00000 3848.00| 105.00000 5460.00| 69.00000 3588.00 PIPE , TYPE 2, DEFORMED, MIN. AREA 12.9 | | | SQ. FT. | | | 0055 715-05024 548.000 LFT | 43.00000 23564.00| 45.00000 24660.00| 53.00000 29044.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0056 715-05128 110.000 LFT | 83.00000 9130.00| 60.00000 6600.00| 72.00000 7920.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0057 715-05149 1630.000 LFT | 17.50000 28525.00| 17.50000 28525.00| 23.50000 38305.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0058 715-05151 788.000 LFT | 19.50000 15366.00| 20.00000 15760.00| 27.00000 21276.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0059 715-05152 84.000 LFT | 23.50000 1974.00| 22.00000 1848.00| 32.50000 2730.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0060 715-05154 363.000 LFT | 26.50000 9619.50| 33.00000 11979.00| 39.00000 14157.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0061 715-05177 104.000 LFT | 51.50000 5356.00| 45.00000 4680.00| 64.00000 6656.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0062 715-06039 2.000 EACH| 3800.00000 7600.00| 4207.50000 8415.00| 2845.00000 5690.00 INSERTION VALVE, 6 IN. LINE STOP | | | 0063 715-06379 1.000 EACH| 3900.00000 3900.00| 5000.00000 5000.00| 6235.00000 6235.00 SEWER , PUMP, SANITARY | | | 0064 715-44240 9.000 CYS | 410.00000 3690.00| 500.00000 4500.00| 630.00000 5670.00 CONCRETE, A, STRUCTURES | | | 0065 715-46020 1.000 EACH| 315.00000 315.00| 250.00000 250.00| 315.00000 315.00 PIPE END SECTION, 24 IN. | | | 0066 715-46040 4.000 EACH| 740.00000 2960.00| 625.00000 2500.00| 595.00000 2380.00 PIPE END SECTION, 36 IN. | | | 0067 715-90714 3276.000 LFT | 17.00000 55692.00| 25.00000 81900.00| 26.70000 87469.20 PIPE, PVC, 12 IN. , C900 | | | 0068 715-91361 90.000 LFT | 15.00000 1350.00| 11.00000 990.00| 21.00000 1890.00 PIPE, PVC, 6 IN. , C900 | | | 0069 715-92037 60.000 LFT | 15.00000 900.00| 5.75000 345.00| 17.00000 1020.00 PIPE, PVC, 4 IN. , C900 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1134435 |(3) 35-1009310 |KOBERSTEIN TRUCKING |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 715-92253 9.000 EACH| 415.00000 3735.00| 250.00000 2250.00| 735.00000 6615.00 SEWER, SANITARY LATERAL, RECONNECT | | | 0071 715-92537 298.000 LFT | 16.50000 4917.00| 15.50000 4619.00| 48.00000 14304.00 PIPE, PVC, 8 IN. , SDR 26 | | | 0072 715-96630 2.000 EACH| 450.00000 900.00| 250.00000 500.00| 410.00000 820.00 METER BOX AND LID AND SERVICE CONNECTION| | | 0075 719-35000 500.000 LFT | 9.00000 4500.00| 10.00000 5000.00| 2.00000 1000.00 PIPE, DRAINTILE, CLASS STANDARD, 6 IN. | | | 0076 719-35001 500.000 LFT | 9.00000 4500.00| 8.00000 4000.00| 2.00000 1000.00 PIPE, DRAINTILE, CLASS STANDARD, 4 IN. | | | 0077 719-35005 150.000 LFT | 11.00000 1650.00| 12.00000 1800.00| 4.00000 600.00 PIPE, DRAINTILE, CLASS STANDARD, 8 IN. | | | 0078 719-35010 150.000 LFT | 13.00000 1950.00| 17.50000 2625.00| 4.00000 600.00 PIPE, DRAINTILE, CLASS STANDARD, 10 IN. | | | 0079 720-44000 11.000 EACH| 310.00000 3410.00| 300.00000 3300.00| 285.00000 3135.00 CASTING, ADJUST TO GRADE | | | 0080 720-45030 6.000 EACH| 1225.00000 7350.00| 1200.00000 7200.00| 1355.00000 8130.00 INLET, E7 | | | 0081 720-45035 1.000 EACH| 1225.00000 1225.00| 1100.00000 1100.00| 1445.00000 1445.00 INLET, F7 | | | 0082 720-45045 17.000 EACH| 1525.00000 25925.00| 1400.00000 23800.00| 1875.00000 31875.00 INLET, J10 | | | 0083 720-45055 11.000 EACH| 1525.00000 16775.00| 1400.00000 15400.00| 1965.00000 21615.00 INLET, M10 | | | 0084 720-45275 2.000 EACH| 925.00000 1850.00| 1350.00000 2700.00| 1095.00000 2190.00 PIPE CATCH BASIN, 24 IN. | | | 0085 720-45410 12.000 EACH| 1450.00000 17400.00| 1300.00000 15600.00| 1945.00000 23340.00 MANHOLE, C4 | | | 0086 720-45415 4.000 EACH| 2125.00000 8500.00| 2250.00000 9000.00| 2385.00000 9540.00 MANHOLE, D4 | | | 0087 720-45416 1.000 EACH| 4875.00000 4875.00| 8000.00000 8000.00| 4475.00000 4475.00 MANHOLE, E4 | | | 0088 720-45605 6.000 LFT | 450.00000 2700.00| 500.00000 3000.00| 135.00000 810.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0089 720-98174 2.000 EACH| 2050.00000 4100.00| 2100.00000 4200.00| 2290.00000 4580.00 INLET, B15 | | | 0090 720-98555 1.000 EACH| 2050.00000 2050.00| 2150.00000 2150.00| 2375.00000 2375.00 INLET, C15 | | | 0091 730-03475 2.000 EACH| 375.00000 750.00| 450.00000 900.00| 345.00000 690.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0092 732-02575 2.000 EACH| 1450.00000 2900.00| 1000.00000 2000.00| 2185.00000 4370.00 TAPPING TEE AND VALVE ASSEMBLY, 6 IN. | | | 12" MAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1134435 |(3) 35-1009310 |KOBERSTEIN TRUCKING |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 732-02744 1.000 EACH| 615.00000 615.00| 600.00000 600.00| 610.00000 610.00 GATE VALVE AND BOX, 6 IN. | | | 0094 732-02745 2.000 EACH| 810.00000 1620.00| 678.86000 1357.72| 695.00000 1390.00 GATE VALVE AND BOX, 8 IN. | | | 0095 732-03063 1.000 EACH| 550.00000 550.00| 7337.50000 7337.50| 1675.00000 1675.00 TAPPING SLEEVE , 4 IN. TYPE C CONNECTION| | | 0096 732-03072 3.000 EACH| 290.00000 870.00| 990.00000 2970.00| 385.00000 1155.00 TEE 12 IN. X 12 IN. X 6 IN. | | | 0097 732-03072 1.000 EACH| 290.00000 290.00| 1050.00000 1050.00| 445.00000 445.00 TEE 12 IN. X 12 IN. X 8 IN. | | | 0098 732-03074 2.000 EACH| 170.00000 340.00| 700.00000 1400.00| 320.00000 640.00 REDUCER 12 IN. X 10 IN. | | | 0099 732-03074 2.000 EACH| 145.00000 290.00| 500.00000 1000.00| 280.00000 560.00 REDUCER 12 IN. X 4 IN. | | | 0100 732-04836 9.000 EACH| 1450.00000 13050.00| 1310.00000 11790.00| 1295.00000 11655.00 GATE VALVE AND BOX, 12 IN. | | | 0101 732-04836 2.000 EACH| 1450.00000 2900.00| 1310.00000 2620.00| 1295.00000 2590.00 GATE VALVE AND BOX, 12" | | | 0102 732-04836 1.000 EACH| 4800.00000 4800.00| 1550.00000 1550.00| 3925.00000 3925.00 GATE VALVE AND BOX, 16" | | | 0103 732-04836 1.000 EACH| 450.00000 450.00| 650.00000 650.00| 450.00000 450.00 GATE VALVE AND BOX, 4 IN. | | | 0104 732-04947 2.000 EACH| 850.00000 1700.00| 2000.00000 4000.00| 2465.00000 4930.00 TAPPING TEE , 8 IN. TYPE B CONNECTION | | | 0105 732-04947 2.000 EACH| 1200.00000 2400.00| 2500.00000 5000.00| 3355.00000 6710.00 TAPPING TEE 12" TYPE B CONNECTION | | | 0106 732-04947 3.000 EACH| 3100.00000 9300.00| 3000.00000 9000.00| 5120.00000 15360.00 TAPPING TEE AND VALVE ASSEMBLY, 10 IN., | | | 12" MAIN | | | 0107 732-04947 7.000 EACH| 4000.00000 28000.00| 4015.00000 28105.00| 4015.00000 28105.00 TAPPING TEE AND VALVE ASSEMBLY, 2 IN. | | | GAS MAIN | | | 0108 732-04947 1.000 EACH| 9000.00000 9000.00| 3800.00000 3800.00| 7395.00000 7395.00 TAPPING TEE AND VALVE, 16", TYPE A | | | 0111 732-90573 1320.000 LFT | 8.00000 10560.00| 25.00000 33000.00| 5.70000 7524.00 WATER SERVICE LINE, 0.75 IN , K, COPPER | | | 0112 732-91742 1.000 EACH| 1225.00000 1225.00| 1100.00000 1100.00| 1730.00000 1730.00 FIRE HYDRANT | | | 0113 732-91742 3.000 EACH| 2050.00000 6150.00| 1600.00000 4800.00| 2430.00000 7290.00 FIRE HYDRANT WITH 6" GV AND BOX | | | 0114 732-93350 1.000 EACH| 1750.00000 1750.00| 5000.00000 5000.00| 2240.00000 2240.00 TAPPING TEE AND VALVE ASSEMBLY, 8 IN. | | | TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1134435 |(3) 35-1009310 |KOBERSTEIN TRUCKING |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 732-94463 1.000 EACH| 1900.00000 1900.00| 4250.00000 4250.00| 2790.00000 2790.00 TAPPING TEE AND VALVE ASSEMBLY, 4 IN. | | | 12" MAIN | | | 0116 732-94463 2.000 EACH| 7000.00000 14000.00| 7122.50000 14245.00| 6865.00000 13730.00 TAPPING TEE AND VALVE ASSEMBLY, 4 IN. | | | GAS MAIN | | | 0117 732-94780 28.000 EACH| 250.00000 7000.00| 615.88000 17244.64| 305.00000 8540.00 WATER SERVICE CONNECTION W/ CORP. COCK | | | 0119 801-04308 10.000 EACH| 270.00000 2700.00| 275.00000 2750.00| 265.00000 2650.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0120 801-06605 6.000 EACH| 215.00000 1290.00| 220.00000 1320.00| 210.00000 1260.00 BARRICADE, IIIA | | | 0121 801-06606 12.000 EACH| 270.00000 3240.00| 275.00000 3300.00| 265.00000 3180.00 BARRICADE, IIIB | | | 0122 801-06640 30.000 EACH| 118.00000 3540.00| 121.00000 3630.00| 115.00000 3450.00 CONSTRUCTION SIGN, A | | | 0123 801-06775 LUMP| 35000.00000 35000.00| 20000.00000 20000.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0124 802-02489 38.500 LFT | 11.00000 423.50| 10.96000 421.96| 10.50000 404.25 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0125 802-05701 122.000 LFT | 11.00000 1342.00| 10.96000 1337.12| 10.50000 1281.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0126 802-05702 51.000 LFT | 11.00000 561.00| 10.96000 558.96| 10.50000 535.50 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0127 802-76025 85.250 SFT | 21.00000 1790.25| 21.90000 1866.98| 21.00000 1790.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0128 802-76035 39.100 SFT | 23.50000 918.85| 24.09000 941.92| 23.00000 899.30 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0129 807-04651 5220.000 LFT | 0.25000 1305.00| 1.50000 7830.00| 0.15000 783.00 WIRE , UTILITY TRACER, 12 GA., COATED | | | 0130 808-06703 1285.000 LFT | 0.40000 514.00| 0.40000 514.00| 0.40000 514.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0131 808-75240 530.000 LFT | 0.45000 238.50| 0.43000 227.90| 0.42000 222.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0132 808-75245 4843.000 LFT | 0.40000 1937.20| 0.40000 1937.20| 0.40000 1937.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1134435 |(3) 35-1009310 |KOBERSTEIN TRUCKING |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 808-75297 230.000 LFT | 3.10000 713.00| 3.19000 733.70| 3.20000 736.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0134 808-95933 70.000 LFT | 5.70000 399.00| 5.83000 408.10| 4.00000 280.00 CURB PAINTING, YELLOW | | | 0135 732-04987 32.000 EACH| 1050.00000 33600.00| 1061.50000 33968.00| 1025.00000 32800.00 CONNECTION , SERVICE LINE, GAS | | | 0136 715-04612 100.000 LFT | 11.00000 1100.00| 15.00000 1500.00| 19.00000 1900.00 PIPE , POLYETHYLENE, 1 1/2 IN., DR11 | | | SECTION TOTALS | $ 1,563,072.21| $ 1,777,438.56| $ 1,805,655.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,563,072.21| $ 1,777,438.56| $ 1,805,655.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0999231 | |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 UTILITY INSTALLATION | | | 0001 105-01925 15.000 MOS | 1100.00000 16500.00| 1361.29000 20419.35| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 42000.00000 42000.00| 37327.50000 37327.50| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 92350.00000 92350.00| 94063.67000 94063.67| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 23000.00000 23000.00| 32476.40000 32476.40| CLEARING RIGHT OF WAY | | | 0005 202-01011 LUMP| 400.00000 400.00| 2625.00000 2625.00| ASBESTOS, REMOVE | | | 0006 202-03000 LUMP| 3500.00000 3500.00| 8835.75000 8835.75| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0007 203-02000 42399.000 CYS | 9.30000 394310.70| 10.98000 465541.02| EXCAVATION, COMMON | | | 0008 205-02224 2425.000 LFT | 2.00000 4850.00| 3.41000 8269.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02231 120.000 LFT | 6.50000 780.00| 38.33000 4599.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 205-02234 5.000 EACH| 85.00000 425.00| 102.90000 514.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02236 9.000 EACH| 73.00000 657.00| 92.40000 831.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 205-02237 36.000 EACH| 64.00000 2304.00| 81.90000 2948.40| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0013 205-02770 5200.000 SYS | 1.70000 8840.00| 1.63000 8476.00| EROSION CONTROL BLANKET | | | 0014 211-02060 2527.000 CYS | 26.00000 65702.00| 35.44000 89556.88| B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 6.000 CYS | 85.00000 510.00| 105.00000 630.00| FLOWABLE MORTAR | | | 0016 303-04075 27.000 TON | 32.00000 864.00| 21.43000 578.61| COMPACTED AGGREGATE, O, 73 | | | 0017 303-52308 667.000 TON | 16.00000 10672.00| 21.43000 14293.81| COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0999231 | |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 305-05204 35.000 TON | 115.00000 4025.00| 99.75000 3491.25| HMA FOR PATCHING | | | 0019 305-05206 396.000 TON | 65.00000 25740.00| 69.04000 27339.84| WIDENING WITH HMA | | | 0020 402-05468 4464.000 TON | 32.00000 142848.00| 40.01000 178604.64| HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 1383.000 TON | 35.00000 48405.00| 49.67000 68693.61| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 781.000 TON | 41.00000 32021.00| 67.73000 52897.13| HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 93.400 TON | 75.00000 7005.00| 68.25000 6374.55| HMA BASE 25.0 mm, SHOULDER | | | 0024 404-05511 548.000 SYS | 7.40000 4055.20| 6.83000 3742.84| SEAL COAT, 2 | | | 0025 405-05518 569.000 SYS | 1.05000 597.45| 2.10000 1194.90| ASPHALT FOR PRIME COAT | | | 0026 406-05520 8.420 TON | 215.00000 1810.30| 236.25000 1989.23| ASPHALT FOR TACK COAT | | | 0027 407-04348 21.000 SYS | 23.00000 483.00| 6.83000 143.43| SEAL COAT, 2 | | | 0028 601-02206 56.250 LFT | 13.00000 731.25| 13.13000 738.56| TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0029 601-05999 2.000 EACH| 55.00000 110.00| 52.50000 105.00| CURVED TERMINAL END | | | 0030 604-06069 115.000 SYS | 40.00000 4600.00| 41.48000 4770.20| CURB RAMP, CONCRETE | | | 0031 604-06070 1191.000 SYS | 24.00000 28584.00| 25.15000 29953.65| SIDEWALK, CONCRETE | | | 0032 605-06140 5705.000 LFT | 10.00000 57050.00| 10.66000 60815.30| CURB AND GUTTER, CONCRETE , MODIFIED | | | 0033 610-05527 508.000 TON | 55.00000 27940.00| 77.60000 39420.80| HMA FOR APPROACHES | | | 0034 611-05330 1329.000 SYS | 34.00000 45186.00| 33.71000 44800.59| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0035 611-06497 21.000 EACH| 110.00000 2310.00| 110.25000 2315.25| MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 7.000 EACH| 130.00000 910.00| 131.25000 918.75| MAILBOX ASSEMBLY, DOUBLE | | | 0037 615-06527 1.000 EACH| 400.00000 400.00| 414.75000 414.75| MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0999231 | |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-02320 1113.000 SYS | 2.00000 2226.00| 3.15000 3505.95| GEOTEXTILES | | | 0039 616-06405 865.000 TON | 15.00000 12975.00| 26.67000 23069.55| RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH| 702.00000 1404.00| 693.00000 1386.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-01882 120.000 LBS | 4.80000 576.00| 4.78000 573.60| SEED MIXTURE, T, CONVENTIONAL MIX | | | 0042 621-06545 1.270 TON | 580.00000 736.60| 588.00000 746.76| FERTILIZER | | | 0043 621-06554 422.000 LBS | 4.10000 1730.20| 4.10000 1730.20| SEED MIXTURE, U | | | 0044 621-06565 6.520 TON | 495.00000 3227.40| 472.50000 3080.70| MULCHING MATERIAL | | | 0045 621-06567 29.900 MG | 1.00000 29.90| 1.05000 31.40| WATER | | | 0046 621-06570 900.000 CYS | 25.00000 22500.00| 22.79000 20511.00| TOP SOIL | | | 0047 621-06575 7363.000 SYS | 3.15000 23193.45| 3.47000 25549.61| SODDING, NURSERY | | | 0048 715-02397 1.000 EACH| 1100.00000 1100.00| 1295.41000 1295.41| SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0049 715-02904 2.000 EACH| 2600.00000 5200.00| 2656.50000 5313.00| INSERTION VALVE, 4 IN. LINE STOP | | | 0050 715-02905 2.000 EACH| 4500.00000 9000.00| 4536.00000 9072.00| INSERTION VALVE, 10 IN. LINE STOP | | | 0051 715-03025 4.000 EACH| 2400.00000 9600.00| 2899.05000 11596.20| SANITARY MANHOLE | | | 0052 715-04612 2380.000 LFT | 25.00000 59500.00| 30.19000 71852.20| PIPE , STEEL, 4 IN. GAS MAIN | | | 0053 715-04612 619.000 LFT | 40.00000 24760.00| 39.64000 24537.16| PIPE , PVC, 16 IN., C900 | | | 0054 715-04612 52.000 LFT | 81.00000 4212.00| 168.00000 8736.00| PIPE , TYPE 2, DEFORMED, MIN. AREA 12.9 | | | SQ. FT. | | | 0055 715-05024 548.000 LFT | 45.00000 24660.00| 48.30000 26468.40| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0056 715-05128 110.000 LFT | 76.00000 8360.00| 85.26000 9378.60| PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0057 715-05149 1630.000 LFT | 21.00000 34230.00| 26.46000 43129.80| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0999231 | |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 715-05151 788.000 LFT | 22.00000 17336.00| 27.04000 21307.52| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0059 715-05152 84.000 LFT | 25.00000 2100.00| 28.35000 2381.40| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0060 715-05154 363.000 LFT | 55.00000 19965.00| 36.44000 13227.72| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0061 715-05177 104.000 LFT | 60.00000 6240.00| 51.45000 5350.80| PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0062 715-06039 2.000 EACH| 3000.00000 6000.00| 2719.50000 5439.00| INSERTION VALVE, 6 IN. LINE STOP | | | 0063 715-06379 1.000 EACH| 9000.00000 9000.00| 7188.30000 7188.30| SEWER , PUMP, SANITARY | | | 0064 715-44240 9.000 CYS | 300.00000 2700.00| 577.50000 5197.50| CONCRETE, A, STRUCTURES | | | 0065 715-46020 1.000 EACH| 175.00000 175.00| 343.35000 343.35| PIPE END SECTION, 24 IN. | | | 0066 715-46040 4.000 EACH| 550.00000 2200.00| 519.75000 2079.00| PIPE END SECTION, 36 IN. | | | 0067 715-90714 3276.000 LFT | 28.00000 91728.00| 30.24000 99066.24| PIPE, PVC, 12 IN. , C900 | | | 0068 715-91361 90.000 LFT | 25.00000 2250.00| 23.63000 2126.70| PIPE, PVC, 6 IN. , C900 | | | 0069 715-92037 60.000 LFT | 25.00000 1500.00| 22.58000 1354.80| PIPE, PVC, 4 IN. , C900 | | | 0070 715-92253 9.000 EACH| 90.00000 810.00| 854.70000 7692.30| SEWER, SANITARY LATERAL, RECONNECT | | | 0071 715-92537 298.000 LFT | 22.00000 6556.00| 39.53000 11779.94| PIPE, PVC, 8 IN. , SDR 26 | | | 0072 715-96630 2.000 EACH| 700.00000 1400.00| 703.50000 1407.00| METER BOX AND LID AND SERVICE CONNECTION| | | 0075 719-35000 500.000 LFT | 8.00000 4000.00| 14.70000 7350.00| PIPE, DRAINTILE, CLASS STANDARD, 6 IN. | | | 0076 719-35001 500.000 LFT | 7.50000 3750.00| 12.60000 6300.00| PIPE, DRAINTILE, CLASS STANDARD, 4 IN. | | | 0077 719-35005 150.000 LFT | 8.00000 1200.00| 16.80000 2520.00| PIPE, DRAINTILE, CLASS STANDARD, 8 IN. | | | 0078 719-35010 150.000 LFT | 8.00000 1200.00| 21.00000 3150.00| PIPE, DRAINTILE, CLASS STANDARD, 10 IN. | | | 0079 720-44000 11.000 EACH| 240.00000 2640.00| 761.25000 8373.75| CASTING, ADJUST TO GRADE | | | 0080 720-45030 6.000 EACH| 1100.00000 6600.00| 1050.00000 6300.00| INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0999231 | |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 720-45035 1.000 EACH| 1100.00000 1100.00| 1050.00000 1050.00| INLET, F7 | | | 0082 720-45045 17.000 EACH| 1200.00000 20400.00| 1538.25000 26150.25| INLET, J10 | | | 0083 720-45055 11.000 EACH| 1400.00000 15400.00| 1375.76000 15133.36| INLET, M10 | | | 0084 720-45275 2.000 EACH| 1200.00000 2400.00| 1023.75000 2047.50| PIPE CATCH BASIN, 24 IN. | | | 0085 720-45410 12.000 EACH| 1500.00000 18000.00| 1606.50000 19278.00| MANHOLE, C4 | | | 0086 720-45415 4.000 EACH| 2200.00000 8800.00| 2362.50000 9450.00| MANHOLE, D4 | | | 0087 720-45416 1.000 EACH| 6000.00000 6000.00| 4845.75000 4845.75| MANHOLE, E4 | | | 0088 720-45605 6.000 LFT | 440.00000 2640.00| 580.13000 3480.78| MANHOLE, RECONSTRUCT STRUCTURE | | | 0089 720-98174 2.000 EACH| 1800.00000 3600.00| 1958.25000 3916.50| INLET, B15 | | | 0090 720-98555 1.000 EACH| 2000.00000 2000.00| 1828.05000 1828.05| INLET, C15 | | | 0091 730-03475 2.000 EACH| 500.00000 1000.00| 323.40000 646.80| SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0092 732-02575 2.000 EACH| 1500.00000 3000.00| 1407.00000 2814.00| TAPPING TEE AND VALVE ASSEMBLY, 6 IN. | | | 12" MAIN | | | 0093 732-02744 1.000 EACH| 525.00000 525.00| 519.75000 519.75| GATE VALVE AND BOX, 6 IN. | | | 0094 732-02745 2.000 EACH| 750.00000 1500.00| 745.50000 1491.00| GATE VALVE AND BOX, 8 IN. | | | 0095 732-03063 1.000 EACH| 700.00000 700.00| 656.25000 656.25| TAPPING SLEEVE , 4 IN. TYPE C CONNECTION| | | 0096 732-03072 3.000 EACH| 325.00000 975.00| 325.50000 976.50| TEE 12 IN. X 12 IN. X 6 IN. | | | 0097 732-03072 1.000 EACH| 350.00000 350.00| 346.50000 346.50| TEE 12 IN. X 12 IN. X 8 IN. | | | 0098 732-03074 2.000 EACH| 135.00000 270.00| 136.50000 273.00| REDUCER 12 IN. X 10 IN. | | | 0099 732-03074 2.000 EACH| 150.00000 300.00| 147.00000 294.00| REDUCER 12 IN. X 4 IN. | | | 0100 732-04836 9.000 EACH| 1300.00000 11700.00| 1286.25000 11576.25| GATE VALVE AND BOX, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0999231 | |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 732-04836 2.000 EACH| 1300.00000 2600.00| 1286.25000 2572.50| GATE VALVE AND BOX, 12" | | | 0102 732-04836 1.000 EACH| 4300.00000 4300.00| 4221.00000 4221.00| GATE VALVE AND BOX, 16" | | | 0103 732-04836 1.000 EACH| 420.00000 420.00| 430.50000 430.50| GATE VALVE AND BOX, 4 IN. | | | 0104 732-04947 2.000 EACH| 1400.00000 2800.00| 1412.25000 2824.50| TAPPING TEE , 8 IN. TYPE B CONNECTION | | | 0105 732-04947 2.000 EACH| 1750.00000 3500.00| 1727.25000 3454.50| TAPPING TEE 12" TYPE B CONNECTION | | | 0106 732-04947 3.000 EACH| 2600.00000 7800.00| 2593.50000 7780.50| TAPPING TEE AND VALVE ASSEMBLY, 10 IN., | | | 12" MAIN | | | 0107 732-04947 7.000 EACH| 3900.00000 27300.00| 2625.00000 18375.00| TAPPING TEE AND VALVE ASSEMBLY, 2 IN. | | | GAS MAIN | | | 0108 732-04947 1.000 EACH| 8500.00000 8500.00| 8505.00000 8505.00| TAPPING TEE AND VALVE, 16", TYPE A | | | 0111 732-90573 1320.000 LFT | 4.20000 5544.00| 4.20000 5544.00| WATER SERVICE LINE, 0.75 IN , K, COPPER | | | 0112 732-91742 1.000 EACH| 2200.00000 2200.00| 2189.25000 2189.25| FIRE HYDRANT | | | 0113 732-91742 3.000 EACH| 2200.00000 6600.00| 2189.25000 6567.75| FIRE HYDRANT WITH 6" GV AND BOX | | | 0114 732-93350 1.000 EACH| 1900.00000 1900.00| 1842.75000 1842.75| TAPPING TEE AND VALVE ASSEMBLY, 8 IN. | | | TYPE A | | | 0115 732-94463 1.000 EACH| 1350.00000 1350.00| 1296.75000 1296.75| TAPPING TEE AND VALVE ASSEMBLY, 4 IN. | | | 12" MAIN | | | 0116 732-94463 2.000 EACH| 7000.00000 14000.00| 5775.00000 11550.00| TAPPING TEE AND VALVE ASSEMBLY, 4 IN. | | | GAS MAIN | | | 0117 732-94780 28.000 EACH| 425.00000 11900.00| 430.50000 12054.00| WATER SERVICE CONNECTION W/ CORP. COCK | | | 0119 801-04308 10.000 EACH| 260.00000 2600.00| 262.50000 2625.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0120 801-06605 6.000 EACH| 210.00000 1260.00| 210.00000 1260.00| BARRICADE, IIIA | | | 0121 801-06606 12.000 EACH| 265.00000 3180.00| 262.50000 3150.00| BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 158 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,791,333.89 ROUTE : CALL ORDER : 158 CONTRACT ID : R -25321-A COUNTIES : DUBOIS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0999231 | |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0122 801-06640 30.000 EACH| 120.00000 3600.00| 115.50000 3465.00| CONSTRUCTION SIGN, A | | | 0123 801-06775 LUMP| 20000.00000 20000.00| 13425.55000 13425.55| MAINTAINING TRAFFIC | | | 0124 802-02489 38.500 LFT | 11.00000 423.50| 10.46000 402.71| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0125 802-05701 122.000 LFT | 11.00000 1342.00| 10.46000 1276.12| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0126 802-05702 51.000 LFT | 11.00000 561.00| 10.46000 533.46| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0127 802-76025 85.250 SFT | 21.00000 1790.25| 20.90000 1781.73| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0128 802-76035 39.100 SFT | 23.00000 899.30| 23.00000 899.30| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0129 807-04651 5220.000 LFT | 0.09000 469.80| 0.08000 417.60| WIRE , UTILITY TRACER, 12 GA., COATED | | | 0130 808-06703 1285.000 LFT | 0.38000 488.30| 0.38000 488.30| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0131 808-75240 530.000 LFT | 0.40000 212.00| 0.41000 217.30| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0132 808-75245 4843.000 LFT | 0.42000 2034.06| 0.38000 1840.34| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0133 808-75297 230.000 LFT | 3.00000 690.00| 3.05000 701.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0134 808-95933 70.000 LFT | 6.00000 420.00| 5.57000 389.90| CURB PAINTING, YELLOW | | | 0135 732-04987 32.000 EACH| 1000.00000 32000.00| 1102.50000 35280.00| CONNECTION , SERVICE LINE, GAS | | | 0136 715-04612 100.000 LFT | 32.00000 3200.00| 15.65000 1565.00| PIPE , POLYETHYLENE, 1 1/2 IN., DR11 | | | SECTION TOTALS | $ 1,817,590.66| $ 2,097,911.52| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,817,590.66| $ 2,097,911.52| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 166 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,596,216.93 ROUTE : I-465, I-70 CALL ORDER : 166 CONTRACT ID : R -25372-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654349 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,312,500.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,324,357.67 100.5127% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 2,351,198.76 101.6734% 4 35-1139301 E & B PAVING, INC. $ 2,670,632.93 115.4868% 5 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 2,905,415.41 125.6395% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR AND REHABILITATION | | | 0001 105-01925 9.000 MOS | 1900.00000 17100.00| 1068.39000 9615.51| 1000.00000 9000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 9157.62000 9157.62| 9357.40000 9357.40 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 98783.08000 98783.08| 112000.00000 112000.00| 108000.00000 108000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 362.000 m | 12.00000 4344.00| 13.62000 4930.44| 7.08000 2562.96 CURB, CONCRETE, REMOVE | | | 0005 202-60820 9243.100 m2 | 1.80000 16637.58| 2.29000 21166.70| 2.26000 20889.41 SURFACE MILLING, ASPHALT 25MM | | | 0006 202-60820 1400.000 m2 | 1.90000 2660.00| 2.37000 3318.00| 2.90000 4060.00 SURFACE MILLING, ASPHALT 50MM | | | 0007 202-60820 26098.500 m2 | 0.70000 18268.95| 2.19000 57155.72| 2.31000 60287.54 SURFACE MILLING, ASPHALT MILL TO | | | CONCRETE (100mm TO 152mm) | | | 0008 202-96133 45.000 m | 16.00000 720.00| 41.67000 1875.15| 23.24000 1045.80 PIPE, REMOVE | | | 0009 203-02000 1043.200 m3 | 20.00000 20864.00| 7.36000 7677.95| 28.00000 29209.60 EXCAVATION, COMMON | | | 0010 208-98709 LUMP| 1500.00000 1500.00| 975.86000 975.86| 2985.12000 2985.12 RESHAPE DITCH | | | 0011 213-52830 20.000 m3 | 240.00000 4800.00| 84.81000 1696.20| 167.99000 3359.80 FLOWABLE MORTAR | | | 0012 213-52831 41.000 EACH| 50.00000 2050.00| 25.11000 1029.51| 30.62000 1255.42 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0013 303-52308 1310.900 Mg | 16.00000 20974.40| 8.66000 11352.39| 15.80000 20712.22 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 166 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,596,216.93 ROUTE : I-465, I-70 CALL ORDER : 166 CONTRACT ID : R -25372-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 305-05206 582.900 Mg | 54.00000 31476.60| 43.75000 25501.88| 80.47000 46905.96 WIDENING WITH HMA | | | 0015 401-05455 5126.600 Mg | 37.00000 189684.20| 36.00000 184557.60| 37.59000 192708.89 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 2778.600 Mg | 58.00000 161158.80| 55.00000 152823.00| 54.58000 151655.99 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-05463 1074.300 Mg | 38.00000 40823.40| 45.00000 48343.50| 40.44000 43444.69 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0018 401-05464 209.500 Mg | 66.00000 13827.00| 74.00000 15503.00| 65.18000 13655.21 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0019 405-05517 6.600 Mg | 400.00000 2640.00| 265.00000 1749.00| 215.11000 1419.73 ASPHALT FOR PRIME COAT | | | 0020 406-05520 21.000 Mg | 200.00000 4200.00| 208.00000 4368.00| 161.33000 3387.93 ASPHALT FOR TACK COAT | | | 0021 406-06466 10103.800 m | 3.00000 30311.40| 2.80000 28290.64| 3.01000 30412.44 POLYMERIC ASPHALT JOINT TAPE 40MM WIDE | | | 0022 502-06327 48.600 m2 | 90.00000 4374.00| 88.68000 4309.85| 30.56000 1485.22 PCCP, 250 mm | | | 0023 506-06333 11736.800 m2 | 98.00000 1150206.40| 111.00000 1302784.80| 97.00000 1138469.60 PCCP PATCHING, FULL DEPTH | | | 0024 601-04746 2.000 EACH| 6900.00000 13800.00| 6947.16000 13894.32| 7098.72000 14197.44 ENERGY ABSORBING TERMINAL, CZ | | | 0025 602-06639 236.000 m | 43.00000 10148.00| 22.52000 5314.72| 62.22000 14683.92 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 5124.600 m | 29.00000 148613.40| 17.36000 88963.06| 38.49000 197245.85 TEMPORARY CONCRETE BARRIER | | | 0027 602-06646 61.000 m | 20.00000 1220.00| 24.82000 1514.02| 6.62000 403.82 TEMPORARY CONCRETE BARRIER REMOVE | | | 0028 605-94285 17.000 m | 100.00000 1700.00| 67.58000 1148.86| 130.72000 2222.24 CURB, CONCRETE RECONSTRUCTED | | | 0030 616-51367 57.800 m2 | 75.00000 4335.00| 94.15000 5441.87| 41.90000 2421.82 SLOPEWALL, CONCRETE, 100 mm | | | 0031 621-01004 1.000 EACH| 650.00000 650.00| 657.88000 657.88| 672.23000 672.23 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 2200.000 m2 | 0.95000 2090.00| 0.95000 2090.00| 0.97000 2134.00 MULCHED SEEDING, R | | | 0033 715-05048 347.000 m | 8.60000 2984.20| 8.63000 2994.61| 9.81000 3404.07 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0034 715-05053 30.000 m | 34.00000 1020.00| 34.21000 1026.30| 36.79000 1103.70 PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 166 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,596,216.93 ROUTE : I-465, I-70 CALL ORDER : 166 CONTRACT ID : R -25372-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-05209 1.500 m | 270.00000 405.00| 190.51000 285.77| 1463.78000 2195.67 PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0036 715-05212 6.100 m | 280.00000 1708.00| 147.31000 898.59| 236.73000 1444.05 PIPE, TYPE 4, CIRCULAR, 600 mm | | | 0037 715-06864 87.800 m | 1400.00000 122920.00| 1381.01000 121252.68| 1411.14000 123898.09 PIPE LINER, THERMOPLASTIC, 2400 mm | | | 0038 718-06529 2.000 EACH| 550.00000 1100.00| 552.62000 1105.24| 220.76000 441.52 OUTLET PROTECTOR, 2 | | | 0039 718-52610 24.300 m3 | 34.00000 826.20| 77.19000 1875.72| 136.01000 3305.04 AGGREGATE FOR UNDERDRAINS | | | 0040 718-99153 381.700 m2 | 1.65000 629.81| 2.02000 771.03| 2.20000 839.74 GEOTEXTILES FOR UNDERDRAIN | | | 0041 720-44000 4.000 EACH| 460.00000 1840.00| 95.27000 381.08| 278.68000 1114.72 CASTING, ADJUST TO GRADE | | | 0042 801-04308 5.000 EACH| 200.00000 1000.00| 199.99000 999.95| 204.36000 1021.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06203 15.000 m | 9.40000 141.00| 9.47000 142.05| 9.68000 145.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 593.000 m | 3.25000 1927.25| 3.28000 1945.04| 3.36000 1992.48 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06605 10.000 EACH| 73.00000 730.00| 73.68000 736.80| 75.29000 752.90 BARRICADE, IIIA | | | 0046 801-06606 20.000 EACH| 78.00000 1560.00| 78.95000 1579.00| 80.67000 1613.40 BARRICADE, IIIB | | | 0047 801-06625 50.000 EACH| 84.00000 4200.00| 84.21000 4210.50| 86.05000 4302.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 62.000 EACH| 63.00000 3906.00| 63.16000 3915.92| 64.53000 4000.86 CONSTRUCTION SIGN, A | | | 0049 801-06710 79.000 DAY | 16.00000 1264.00| 15.79000 1247.41| 16.13000 1274.27 FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 100000.00000 100000.00| 12154.17000 12154.17| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0051 801-09132 20.000 DAY | 350.00000 7000.00| 339.67000 6793.40| 322.67000 6453.40 CHANGEABLE MESSAGE SIGN, FURNISH, | | | INSTALL AND MAINTAIN | | | 0052 804-93726 2.000 EACH| 20.00000 40.00| 52.63000 105.26| 43.02000 86.04 DELINEATOR | | | 0053 805-02328 294.000 m | 4.70000 1381.80| 0.53000 155.82| 0.54000 158.76 SIGNAL CABLE, 1C 14GA. | | | 0054 805-78785 2.000 EACH| 472.00000 944.00| 684.19000 1368.38| 699.12000 1398.24 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 166 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,596,216.93 ROUTE : I-465, I-70 CALL ORDER : 166 CONTRACT ID : R -25372-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 805-78795 73.200 m | 20.00000 1464.00| 27.37000 2003.48| 27.96000 2046.67 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0056 805-94682 12.000 EACH| 50.00000 600.00| 84.21000 1010.52| 86.05000 1032.60 LOOP TESTING | | | 0057 808-06702 3912.300 m | 1.68000 6572.66| 1.68000 6572.66| 1.72000 6729.16 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0058 808-06711 199.000 m | 0.32000 63.68| 0.32000 63.68| 0.32000 63.68 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0059 808-06713 21748.800 m | 0.21000 4567.25| 0.21000 4567.25| 0.22000 4784.74 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-06714 5667.000 m | 0.21000 1190.07| 0.21000 1190.07| 0.22000 1246.74 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0061 808-06723 9.000 EACH| 4.20000 37.80| 42.10000 378.90| 43.02000 387.18 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0062 808-06726 17.100 m | 3.15000 53.87| 3.16000 54.04| 3.23000 55.23 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0063 808-75325 8.000 EACH| 54.60000 436.80| 54.74000 437.92| 55.93000 447.44 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0064 808-75996 358.000 EACH| 4.00000 1432.00| 9.79000 3504.82| 10.00000 3580.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 358.000 EACH| 26.80000 9594.40| 26.32000 9422.56| 26.89000 9626.62 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,312,500.00| $ 2,324,357.67| $ 2,351,198.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,312,500.00| $ 2,324,357.67| $ 2,351,198.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 166 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,596,216.93 ROUTE : I-465, I-70 CALL ORDER : 166 CONTRACT ID : R -25372-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1136349 | |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR AND REHABILITATION | | | 0001 105-01925 9.000 MOS | 2000.00000 18000.00| 1957.45000 17617.05| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 40000.00000 40000.00| 9796.84000 9796.84| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 130000.00000 130000.00| 145000.00000 145000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 362.000 m | 30.00000 10860.00| 10.04000 3634.48| CURB, CONCRETE, REMOVE | | | 0005 202-60820 9243.100 m2 | 4.00000 36972.40| 2.29000 21166.70| SURFACE MILLING, ASPHALT 25MM | | | 0006 202-60820 1400.000 m2 | 4.25000 5950.00| 2.94000 4116.00| SURFACE MILLING, ASPHALT 50MM | | | 0007 202-60820 26098.500 m2 | 3.25000 84820.13| 2.34000 61070.49| SURFACE MILLING, ASPHALT MILL TO | | | CONCRETE (100mm TO 152mm) | | | 0008 202-96133 45.000 m | 45.00000 2025.00| 37.09000 1669.05| PIPE, REMOVE | | | 0009 203-02000 1043.200 m3 | 20.00000 20864.00| 35.18000 36699.78| EXCAVATION, COMMON | | | 0010 208-98709 LUMP| 2500.00000 2500.00| 3986.00000 3986.00| RESHAPE DITCH | | | 0011 213-52830 20.000 m3 | 65.00000 1300.00| 206.92000 4138.40| FLOWABLE MORTAR | | | 0012 213-52831 41.000 EACH| 410.00000 16810.00| 278.91000 11435.31| DRILLED HOLE FOR FLOWABLE MORTAR | | | 0013 303-52308 1310.900 Mg | 14.00000 18352.60| 20.66000 27083.19| COMPACTED AGGREGATE, O, 53 | | | 0014 305-05206 582.900 Mg | 43.00000 25064.70| 43.89000 25583.48| WIDENING WITH HMA | | | 0015 401-05455 5126.600 Mg | 38.00000 194810.80| 38.06000 195118.40| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 2778.600 Mg | 65.00000 180609.00| 55.27000 153573.22| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-05463 1074.300 Mg | 42.00000 45120.60| 40.95000 43992.58| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0018 401-05464 209.500 Mg | 80.00000 16760.00| 66.00000 13827.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0019 405-05517 6.600 Mg | 350.00000 2310.00| 217.81000 1437.55| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 166 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,596,216.93 ROUTE : I-465, I-70 CALL ORDER : 166 CONTRACT ID : R -25372-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1136349 | |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05520 21.000 Mg | 175.00000 3675.00| 163.36000 3430.56| ASPHALT FOR TACK COAT | | | 0021 406-06466 10103.800 m | 2.30000 23238.74| 3.05000 30816.59| POLYMERIC ASPHALT JOINT TAPE 40MM WIDE | | | 0022 502-06327 48.600 m2 | 65.00000 3159.00| 51.32000 2494.15| PCCP, 250 mm | | | 0023 506-06333 11736.800 m2 | 118.00000 1384942.40| 119.01000 1396796.57| PCCP PATCHING, FULL DEPTH | | | 0024 601-04746 2.000 EACH| 6500.00000 13000.00| 7187.87000 14375.74| ENERGY ABSORBING TERMINAL, CZ | | | 0025 602-06639 236.000 m | 40.00000 9440.00| 53.45000 12614.20| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 5124.600 m | 18.00000 92242.80| 60.25000 308757.15| TEMPORARY CONCRETE BARRIER | | | 0027 602-06646 61.000 m | 30.00000 1830.00| 24.60000 1500.60| TEMPORARY CONCRETE BARRIER REMOVE | | | 0028 605-94285 17.000 m | 125.00000 2125.00| 62.31000 1059.27| CURB, CONCRETE RECONSTRUCTED | | | 0030 616-51367 57.800 m2 | 125.00000 7225.00| 31.24000 1805.67| SLOPEWALL, CONCRETE, 100 mm | | | 0031 621-01004 1.000 EACH| 625.00000 625.00| 680.67000 680.67| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 2200.000 m2 | 0.90000 1980.00| 0.98000 2156.00| MULCHED SEEDING, R | | | 0033 715-05048 347.000 m | 8.30000 2880.10| 8.93000 3098.71| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0034 715-05053 30.000 m | 33.00000 990.00| 35.39000 1061.70| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0035 715-05209 1.500 m | 600.00000 900.00| 81.68000 122.52| PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0036 715-05212 6.100 m | 530.00000 3233.00| 124.98000 762.38| PIPE, TYPE 4, CIRCULAR, 600 mm | | | 0037 715-06864 87.800 m | 1375.00000 120725.00| 1428.86000 125453.91| PIPE LINER, THERMOPLASTIC, 2400 mm | | | 0038 718-06529 2.000 EACH| 530.00000 1060.00| 571.76000 1143.52| OUTLET PROTECTOR, 2 | | | 0039 718-52610 24.300 m3 | 33.00000 801.90| 35.94000 873.34| AGGREGATE FOR UNDERDRAINS | | | 0040 718-99153 381.700 m2 | 1.60000 610.72| 1.74000 664.16| GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 166 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,596,216.93 ROUTE : I-465, I-70 CALL ORDER : 166 CONTRACT ID : R -25372-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1136349 | |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 720-44000 4.000 EACH| 450.00000 1800.00| 115.01000 460.04| CASTING, ADJUST TO GRADE | | | 0042 801-04308 5.000 EACH| 250.00000 1250.00| 206.92000 1034.60| ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06203 15.000 m | 6.40000 96.00| 9.80000 147.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 593.000 m | 3.00000 1779.00| 3.40000 2016.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06605 10.000 EACH| 100.00000 1000.00| 76.23000 762.30| BARRICADE, IIIA | | | 0046 801-06606 20.000 EACH| 125.00000 2500.00| 81.68000 1633.60| BARRICADE, IIIB | | | 0047 801-06625 50.000 EACH| 90.00000 4500.00| 87.13000 4356.50| DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 62.000 EACH| 100.00000 6200.00| 57.44000 3561.28| CONSTRUCTION SIGN, A | | | 0049 801-06710 79.000 DAY | 15.00000 1185.00| 14.35000 1133.65| FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 97000.00000 97000.00| 168314.10000 168314.10| MAINTAINING TRAFFIC | | | 0051 801-09132 20.000 DAY | 200.00000 4000.00| 250.70000 5014.00| CHANGEABLE MESSAGE SIGN, FURNISH, | | | INSTALL AND MAINTAIN | | | 0052 804-93726 2.000 EACH| 100.00000 200.00| 21.78000 43.56| DELINEATOR | | | 0053 805-02328 294.000 m | 4.50000 1323.00| 0.54000 158.76| SIGNAL CABLE, 1C 14GA. | | | 0054 805-78785 2.000 EACH| 450.00000 900.00| 707.90000 1415.80| SIGNAL DETECTOR HOUSING | | | 0055 805-78795 73.200 m | 19.50000 1427.40| 28.32000 2073.02| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0056 805-94682 12.000 EACH| 45.00000 540.00| 87.13000 1045.56| LOOP TESTING | | | 0057 808-06702 3912.300 m | 1.05000 4107.92| 1.15000 4499.14| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0058 808-06711 199.000 m | 0.14000 27.86| 0.15000 29.85| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0059 808-06713 21748.800 m | 0.14000 3044.83| 0.15000 3262.32| LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 166 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,596,216.93 ROUTE : I-465, I-70 CALL ORDER : 166 CONTRACT ID : R -25372-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1136349 | |E & B PAVING, INC. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-06714 5667.000 m | 0.14000 793.38| 0.15000 850.05| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0061 808-06723 9.000 EACH| 46.00000 414.00| 50.10000 450.90| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0062 808-06726 17.100 m | 11.50000 196.65| 12.74000 217.85| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0063 808-75325 8.000 EACH| 60.00000 480.00| 65.34000 522.72| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0064 808-75996 358.000 EACH| 3.50000 1253.00| 12.27000 4392.66| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 358.000 EACH| 19.00000 6802.00| 20.69000 7407.02| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,670,632.93| $ 2,905,415.41| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,670,632.93| $ 2,905,415.41| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/31/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9903013 G105005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,690,237.15 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,757,900.00 104.0031% 3 35-1310611 ROBERTSON, DUNCAN, INC. $ 1,869,020.05 110.5773% 4 35-1385672 FORCE CONSTRUCTION $ 1,877,825.15 111.0983% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,914,553.31 113.2712% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1310611 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT, STR. NO. BARTHOLOMEW 289, CONTINUOUS COMPOSITE PRESTRESSED CONCRETE SPREAD BOX | | | 0001 105-06790 12.000 MOS | 1250.00000 15000.00| 950.00000 11400.00| 1250.00000 15000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 27500.00000 27500.00| 29600.00000 29600.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 84000.00000 84000.00| 80000.00000 80000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 32000.00000 32000.00| 20000.00000 20000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 25000.00000 25000.00| 124000.00000 124000.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 4035.000 m2 | 2.70000 10894.50| 1.95000 7868.25| 2.00000 8070.00 SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 1200.00000 1200.00| 1225.00000 1225.00| 2575.00000 2575.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 2436.000 m3 | 18.00000 43848.00| 18.00000 43848.00| 19.16000 46673.76 EXCAVATION, COMMON | | | 0009 205-02224 61.000 m | 6.25000 381.25| 6.10000 372.10| 5.00000 305.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02234 3.000 EACH| 65.00000 195.00| 63.00000 189.00| 50.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02236 1.000 EACH| 80.00000 80.00| 78.75000 78.75| 75.00000 75.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1310611 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02237 23.000 EACH| 40.00000 920.00| 36.75000 845.25| 25.00000 575.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0013 206-51220 633.000 m3 | 35.00000 22155.00| 3.45000 2183.85| 100.00000 63300.00 EXCAVATION, WET | | | 0014 206-51225 964.000 m3 | 10.00000 9640.00| 3.75000 3615.00| 15.00000 14460.00 EXCAVATION, DRY | | | 0015 210-06318 LUMP| 4000.00000 4000.00| 3300.00000 3300.00| 10000.00000 10000.00 PROTECTION FOR FIBER OPTIC CONDUIT | | | 0016 211-02060 2235.100 m3 | 25.00000 55877.50| 11.50000 25703.65| 15.75000 35202.83 B BORROW FOR STRUCTURE BACKFILL | | | 0017 304-06464 53.400 m3 | 80.00000 4272.00| 58.85000 3142.59| 30.00000 1602.00 SUBBASE FOR PCCP | | | 0018 305-05204 98.000 Mg | 74.00000 7252.00| 73.00000 7154.00| 86.10000 8437.80 HMA FOR PATCHING | | | 0019 402-05468 1027.000 Mg | 44.00000 45188.00| 40.75000 41850.25| 40.95000 42055.65 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 706.000 Mg | 49.00000 34594.00| 44.75000 31593.50| 45.15000 31875.90 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 668.000 Mg | 52.00000 34736.00| 46.30000 30928.40| 50.40000 33667.20 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05495 241.000 Mg | 57.00000 13737.00| 53.00000 12773.00| 54.60000 13158.60 HMA WEDGE AND LEVEL | | | 0023 406-05520 4.000 Mg | 225.00000 900.00| 205.00000 820.00| 194.25000 777.00 ASPHALT FOR TACK COAT | | | 0024 601-06224 2.000 EACH| 36000.00000 72000.00| 36000.00000 72000.00| 37675.00000 75350.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0025 604-06069 226.000 m2 | 55.00000 12430.00| 67.00000 15142.00| 71.40000 16136.40 CURB RAMP, CONCRETE | | | 0026 604-06070 29.300 m2 | 65.00000 1904.50| 78.00000 2285.40| 39.90000 1169.07 SIDEWALK, CONCRETE | | | 0027 604-44251 3.920 m3 | 1200.00000 4704.00| 740.00000 2900.80| 462.00000 1811.04 STEPS, CONCRETE | | | 0028 604-91531 1123.000 m2 | 40.00000 44920.00| 38.00000 42674.00| 28.35000 31837.05 SIDEWALK, CONCRETE, 100 mm | | | 0029 605-06120 22.000 m | 60.00000 1320.00| 75.00000 1650.00| 53.55000 1178.10 CURB, CONCRETE | | | 0030 605-06121 68.000 m | 40.00000 2720.00| 63.00000 4284.00| 53.55000 3641.40 CURB, CONCRETE, B | | | 0031 605-06150 681.000 m | 37.00000 25197.00| 45.00000 30645.00| 42.00000 28602.00 CURB AND GUTTER, C, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1310611 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 605-06250 144.000 m2 | 90.00000 12960.00| 80.00000 11520.00| 75.60000 10886.40 CENTER CURB, C, CONCRETE | | | 0033 610-05527 163.200 Mg | 85.00000 13872.00| 77.00000 12566.40| 97.65000 15936.48 HMA FOR APPROACHES | | | 0034 610-06257 237.400 m2 | 50.00000 11870.00| 50.42000 11969.71| 60.00000 14244.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 610-06460 2040.000 Mg | 22.00000 44880.00| 17.30000 35292.00| 18.90000 38556.00 COMPACTED AGGREGATE, O | | | 0036 611-05330 385.600 m2 | 50.00000 19280.00| 45.00000 17352.00| 49.35000 19029.36 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0037 616-02320 81.000 m2 | 3.00000 243.00| 2.75000 222.75| 5.00000 405.00 GEOTEXTILES | | | 0038 616-06405 45.000 Mg | 25.00000 1125.00| 22.00000 990.00| 35.00000 1575.00 RIPRAP, REVETMENT | | | 0039 621-06575 3190.000 m2 | 3.25000 10367.50| 3.25000 10367.50| 3.43000 10941.70 SODDING, NURSERY | | | 0040 622-05651 14.000 EACH| 375.00000 5250.00| 378.00000 5292.00| 396.00000 5544.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0041 701-51195 2263.000 m | 65.00000 147095.00| 72.00000 162936.00| 80.00000 181040.00 PILE, STEEL H, HP 310 X 79 | | | 0042 702-51005 403.600 m3 | 350.00000 141260.00| 490.00000 197764.00| 375.00000 151350.00 CONCRETE, A, SUBSTRUCTURE | | | 0043 702-51015 252.100 m3 | 250.00000 63025.00| 206.23000 51990.58| 275.00000 69327.50 CONCRETE, B, FOOTINGS | | | 0044 703-51030 24078.000 kg | 1.20000 28893.60| 1.00000 24078.00| 1.25000 30097.50 REINFORCING STEEL | | | 0045 703-51032 56986.000 kg | 1.30000 74081.80| 1.15000 65533.90| 1.35000 76931.10 REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 253.500 m3 | 335.00000 84922.50| 455.00000 115342.50| 400.00000 101400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-06349 90.200 m | 275.00000 24805.00| 275.00000 24805.00| 270.00000 24354.00 RAILING, TX | | | 0048 706-06372 4.000 EACH| 1450.00000 5800.00| 1575.00000 6300.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0049 707-05977 485.500 m2 | 300.00000 145650.00| 233.00000 113121.50| 275.00000 133512.50 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 1219 mm | | | 0050 709-51821 LUMP| 7000.00000 7000.00| 6300.00000 6300.00| 6000.00000 6000.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1310611 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-05149 386.500 m | 70.00000 27055.00| 98.00000 37877.00| 82.95000 32060.18 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0052 715-05151 22.000 m | 80.00000 1760.00| 99.00000 2178.00| 138.60000 3049.20 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0053 715-05152 189.500 m | 80.00000 15160.00| 124.00000 23498.00| 115.50000 21887.25 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0054 715-05154 33.000 m | 100.00000 3300.00| 120.00000 3960.00| 126.00000 4158.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0055 715-05156 19.000 m | 150.00000 2850.00| 140.00000 2660.00| 183.75000 3491.25 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0056 715-44240 2.950 m3 | 1000.00000 2950.00| 801.80000 2365.31| 1260.00000 3717.00 CONCRETE, A, STRUCTURES | | | 0057 715-90052 LUMP| 4000.00000 4000.00| 5352.04000 5352.04| 10000.00000 10000.00 LIFT STATION PROTECTION | | | 0058 720-44000 16.000 EACH| 200.00000 3200.00| 250.00000 4000.00| 367.50000 5880.00 CASTING, ADJUST TO GRADE | | | 0059 720-45045 13.000 EACH| 900.00000 11700.00| 1050.00000 13650.00| 1134.00000 14742.00 INLET, J10 | | | 0060 720-45055 4.000 EACH| 900.00000 3600.00| 1180.00000 4720.00| 1165.50000 4662.00 INLET, M10 | | | 0061 720-45075 1.000 EACH| 1000.00000 1000.00| 1222.00000 1222.00| 1239.00000 1239.00 INLET, R13 | | | 0062 720-45265 1.000 EACH| 800.00000 800.00| 530.00000 530.00| 367.50000 367.50 PIPE CATCH BASIN, 375 mm | | | 0063 720-45410 10.000 EACH| 1300.00000 13000.00| 1550.00000 15500.00| 1470.00000 14700.00 MANHOLE, C4 | | | 0064 720-45415 1.000 EACH| 2500.00000 2500.00| 2650.00000 2650.00| 3307.50000 3307.50 MANHOLE, D4 | | | 0065 720-45605 0.300 m | 2100.00000 630.00| 1670.00000 501.00| 1968.75000 590.63 MANHOLE, RECONSTRUCT STRUCTURE | | | 0066 720-98174 3.000 EACH| 1600.00000 4800.00| 1540.00000 4620.00| 1627.50000 4882.50 INLET, B15 | | | 0067 720-98555 2.000 EACH| 1800.00000 3600.00| 1610.00000 3220.00| 1627.50000 3255.00 INLET, C15 | | | 0068 721-43020 1.000 EACH| 2000.00000 2000.00| 9200.00000 9200.00| 950.25000 950.25 AUTOMATIC DRAINAGE GATE, 600 mm | | | 0069 721-43030 1.000 EACH| 2500.00000 2500.00| 2098.00000 2098.00| 1260.00000 1260.00 AUTOMATIC DRAINAGE GATE, 750 mm | | | 0070 724-51890 39.100 m | 180.00000 7038.00| 126.53000 4947.32| 150.00000 5865.00 STRUCTURAL EXPANSION JOINT, BS11 | | | 0071 801-04308 13.000 EACH| 185.00000 2405.00| 178.50000 2320.50| 99.00000 1287.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1310611 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-06605 26.000 EACH| 65.00000 1690.00| 63.00000 1638.00| 77.00000 2002.00 BARRICADE, IIIA | | | 0073 801-06606 12.000 EACH| 60.00000 720.00| 54.60000 655.20| 88.00000 1056.00 BARRICADE, IIIB | | | 0074 801-06625 37.000 EACH| 75.00000 2775.00| 72.45000 2680.65| 99.00000 3663.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-06640 29.000 EACH| 85.00000 2465.00| 82.95000 2405.55| 82.50000 2392.50 CONSTRUCTION SIGN, A | | | 0076 801-06645 10.000 EACH| 25.00000 250.00| 21.00000 210.00| 38.50000 385.00 CONSTRUCTION SIGN, B | | | 0077 801-06710 21.000 DAY | 17.00000 357.00| 15.75000 330.75| 22.00000 462.00 FLASHING ARROW SIGN | | | 0078 801-06775 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0079 802-05701 15.800 m | 43.00000 679.40| 43.50000 687.30| 45.57000 720.01 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0080 802-76025 3.160 m2 | 185.00000 584.60| 180.00000 568.80| 194.29000 613.96 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0081 802-76035 1.800 m2 | 275.00000 495.00| 270.00000 486.00| 288.66000 519.59 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0082 802-76040 2.820 m2 | 450.00000 1269.00| 460.00000 1297.20| 482.15000 1359.66 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0083 805-01815 4.000 EACH| 1400.00000 5600.00| 1385.00000 5540.00| 1447.88000 5791.52 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0084 805-01842 4.000 EACH| 600.00000 2400.00| 610.00000 2440.00| 642.33000 2569.32 HANDHOLE, SIGNAL | | | 0085 805-02503 910.000 m | 1.20000 1092.00| 1.15000 1046.50| 1.21000 1101.10 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0086 805-02641 2.000 EACH| 2700.00000 5400.00| 2700.00000 5400.00| 2870.95000 5741.90 SIGNAL POLE, MAST ARM 13.7 m | | | 0087 805-02799 1.000 EACH| 1100.00000 1100.00| 1060.00000 1060.00| 1116.45000 1116.45 MAST ARM, 7.6 m | | | 0088 805-03176 1.000 EACH| 2100.00000 2100.00| 2080.00000 2080.00| 2181.25000 2181.25 SIGNAL POLE, MAST ARM 10.7 m | | | 0089 805-06592 196.000 m | 33.00000 6468.00| 32.75000 6419.00| 34.28000 6718.88 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0090 805-78109 1.000 EACH| 8000.00000 8000.00| 8300.00000 8300.00| 8647.80000 8647.80 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1310611 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 805-78205 4.000 EACH| 350.00000 1400.00| 350.00000 1400.00| 372.76000 1491.04 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0092 805-78230 4.000 EACH| 625.00000 2500.00| 630.00000 2520.00| 660.80000 2643.20 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0093 805-78355 2.000 EACH| 350.00000 700.00| 350.00000 700.00| 368.24000 736.48 PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0094 805-78445 1.000 EACH| 425.00000 425.00| 425.00000 425.00| 447.21000 447.21 SIGNAL SERVICE | | | 0095 805-78467 15.000 m | 4.00000 60.00| 4.15000 62.25| 4.37000 65.55 SIGNAL CABLE, 3C 8GA. | | | 0096 805-78470 910.000 m | 1.15000 1046.50| 1.15000 1046.50| 1.21000 1101.10 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0097 805-78480 100.000 m | 2.75000 275.00| 2.65000 265.00| 2.79000 279.00 SIGNAL CABLE, 3C 14GA. | | | 0098 805-78485 185.000 m | 3.00000 555.00| 2.90000 536.50| 2.98000 551.30 SIGNAL CABLE, 5C 14GA. | | | 0099 805-78490 240.000 m | 3.25000 780.00| 3.25000 780.00| 3.40000 816.00 SIGNAL CABLE, 7C 14GA. | | | 0100 805-78492 170.000 m | 3.25000 552.50| 3.25000 552.50| 3.40000 578.00 SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0101 805-78510 485.000 m | 2.75000 1333.75| 3.60000 1746.00| 2.67000 1294.95 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0102 805-78520 LUMP| 250.00000 250.00| 231.00000 231.00| 242.00000 242.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0103 805-78784 10.000 EACH| 150.00000 1500.00| 150.00000 1500.00| 157.18000 1571.80 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0104 805-78785 10.000 EACH| 575.00000 5750.00| 571.00000 5710.00| 599.17000 5991.70 SIGNAL DETECTOR HOUSING | | | 0105 805-78795 315.000 m | 24.00000 7560.00| 23.50000 7402.50| 24.79000 7808.85 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0106 805-96121 2.000 EACH| 100.00000 200.00| 96.00000 192.00| 100.64000 201.28 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0107 808-03178 1.000 EACH| 155.00000 155.00| 150.00000 150.00| 165.00000 165.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0108 808-03179 1.000 EACH| 160.00000 160.00| 155.00000 155.00| 176.00000 176.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1917625 |(3) 35-1310611 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 808-06701 72.000 m | 1.20000 86.40| 1.20000 86.40| 1.50000 108.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0110 808-06703 396.000 m | 1.20000 475.20| 1.20000 475.20| 1.15000 455.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0111 808-06705 90.000 m | 2.50000 225.00| 2.40000 216.00| 2.31000 207.90 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0112 808-75051 116.000 m | 4.25000 493.00| 4.20000 487.20| 3.90000 452.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0113 808-75054 116.000 m | 4.25000 493.00| 4.20000 487.20| 3.90000 452.40 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0114 808-75245 1102.000 m | 1.20000 1322.40| 1.20000 1322.40| 1.15000 1267.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0115 808-75297 56.000 m | 8.00000 448.00| 1.85000 103.60| 11.00000 616.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0116 808-75320 9.000 EACH| 55.00000 495.00| 52.50000 472.50| 49.50000 445.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0117 808-75325 9.000 EACH| 75.00000 675.00| 73.50000 661.50| 62.70000 564.30 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0118 808-92027 35.000 m | 2.35000 82.25| 2.40000 84.00| 2.31000 80.85 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,690,237.15| $ 1,757,900.00| $ 1,869,020.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,690,237.15| $ 1,757,900.00| $ 1,869,020.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT, STR. NO. BARTHOLOMEW 289, CONTINUOUS COMPOSITE PRESTRESSED CONCRETE SPREAD BOX | | | 0001 105-06790 12.000 MOS | 1423.00000 17076.00| 1200.00000 14400.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 22000.00000 22000.00| 22000.00000 22000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 105539.00000 105539.00| 90000.00000 90000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11600.00000 11600.00| 33000.00000 33000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 31571.92000 31571.92| 54000.00000 54000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 4035.000 m2 | 1.38000 5568.30| 3.00000 12105.00| SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 1170.00000 1170.00| 1169.77000 1169.77| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 2436.000 m3 | 18.25000 44457.00| 16.00000 38976.00| EXCAVATION, COMMON | | | 0009 205-02224 61.000 m | 6.65000 405.65| 5.80000 353.80| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02234 3.000 EACH| 70.00000 210.00| 60.00000 180.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02236 1.000 EACH| 70.00000 70.00| 75.00000 75.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 205-02237 23.000 EACH| 60.00000 1380.00| 35.00000 805.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0013 206-51220 633.000 m3 | 191.00000 120903.00| 40.00000 25320.00| EXCAVATION, WET | | | 0014 206-51225 964.000 m3 | 8.75000 8435.00| 20.00000 19280.00| EXCAVATION, DRY | | | 0015 210-06318 LUMP| 5053.81000 5053.81| 6000.00000 6000.00| PROTECTION FOR FIBER OPTIC CONDUIT | | | 0016 211-02060 2235.100 m3 | 15.00000 33526.50| 30.00000 67053.00| B BORROW FOR STRUCTURE BACKFILL | | | 0017 304-06464 53.400 m3 | 55.50000 2963.70| 60.00000 3204.00| SUBBASE FOR PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 305-05204 98.000 Mg | 82.00000 8036.00| 73.00000 7154.00| HMA FOR PATCHING | | | 0019 402-05468 1027.000 Mg | 39.00000 40053.00| 43.00000 44161.00| HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 706.000 Mg | 43.00000 30358.00| 48.00000 33888.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 668.000 Mg | 48.00000 32064.00| 51.00000 34068.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05495 241.000 Mg | 52.00000 12532.00| 56.00000 13496.00| HMA WEDGE AND LEVEL | | | 0023 406-05520 4.000 Mg | 185.00000 740.00| 220.00000 880.00| ASPHALT FOR TACK COAT | | | 0024 601-06224 2.000 EACH| 36643.51000 73287.02| 34250.00000 68500.00| IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0025 604-06069 226.000 m2 | 68.00000 15368.00| 70.00000 15820.00| CURB RAMP, CONCRETE | | | 0026 604-06070 29.300 m2 | 38.00000 1113.40| 34.00000 996.20| SIDEWALK, CONCRETE | | | 0027 604-44251 3.920 m3 | 440.00000 1724.80| 655.00000 2567.60| STEPS, CONCRETE | | | 0028 604-91531 1123.000 m2 | 27.00000 30321.00| 27.50000 30882.50| SIDEWALK, CONCRETE, 100 mm | | | 0029 605-06120 22.000 m | 51.00000 1122.00| 58.00000 1276.00| CURB, CONCRETE | | | 0030 605-06121 68.000 m | 51.00000 3468.00| 56.00000 3808.00| CURB, CONCRETE, B | | | 0031 605-06150 681.000 m | 40.00000 27240.00| 62.00000 42222.00| CURB AND GUTTER, C, CONCRETE | | | 0032 605-06250 144.000 m2 | 72.00000 10368.00| 92.50000 13320.00| CENTER CURB, C, CONCRETE | | | 0033 610-05527 163.200 Mg | 93.00000 15177.60| 82.30000 13431.36| HMA FOR APPROACHES | | | 0034 610-06257 237.400 m2 | 70.50000 16736.70| 60.00000 14244.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 610-06460 2040.000 Mg | 18.00000 36720.00| 18.00000 36720.00| COMPACTED AGGREGATE, O | | | 0036 611-05330 385.600 m2 | 47.00000 18123.20| 42.50000 16388.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0037 616-02320 81.000 m2 | 3.98000 322.38| 3.00000 243.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-06405 45.000 Mg | 27.93000 1256.85| 40.00000 1800.00| RIPRAP, REVETMENT | | | 0039 621-06575 3190.000 m2 | 3.30000 10527.00| 3.12000 9952.80| SODDING, NURSERY | | | 0040 622-05651 14.000 EACH| 565.00000 7910.00| 360.00000 5040.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0041 701-51195 2263.000 m | 80.74000 182714.62| 80.00000 181040.00| PILE, STEEL H, HP 310 X 79 | | | 0042 702-51005 403.600 m3 | 394.55000 159240.38| 450.00000 181620.00| CONCRETE, A, SUBSTRUCTURE | | | 0043 702-51015 252.100 m3 | 268.40000 67663.64| 300.00000 75630.00| CONCRETE, B, FOOTINGS | | | 0044 703-51030 24078.000 kg | 1.43000 34431.54| 1.20000 28893.60| REINFORCING STEEL | | | 0045 703-51032 56986.000 kg | 1.44000 82059.84| 1.40000 79780.40| REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 253.500 m3 | 524.50000 132960.75| 500.00000 126750.00| CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-06349 90.200 m | 262.40000 23668.48| 230.00000 20746.00| RAILING, TX | | | 0048 706-06372 4.000 EACH| 1375.00000 5500.00| 1600.00000 6400.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0049 707-05977 485.500 m2 | 266.05000 129167.28| 385.00000 186917.50| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 1219 mm | | | 0050 709-51821 LUMP| 6340.00000 6340.00| 6340.00000 6340.00| SURFACE SEAL | | | 0051 715-05149 386.500 m | 79.00000 30533.50| 40.00000 15460.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0052 715-05151 22.000 m | 132.00000 2904.00| 92.83000 2042.26| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0053 715-05152 189.500 m | 110.00000 20845.00| 180.00000 34110.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0054 715-05154 33.000 m | 120.00000 3960.00| 190.00000 6270.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0055 715-05156 19.000 m | 175.00000 3325.00| 195.00000 3705.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0056 715-44240 2.950 m3 | 1200.00000 3540.00| 1000.00000 2950.00| CONCRETE, A, STRUCTURES | | | 0057 715-90052 LUMP| 7982.71000 7982.71| 4000.00000 4000.00| LIFT STATION PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 720-44000 16.000 EACH| 350.00000 5600.00| 230.00000 3680.00| CASTING, ADJUST TO GRADE | | | 0059 720-45045 13.000 EACH| 1080.00000 14040.00| 1536.00000 19968.00| INLET, J10 | | | 0060 720-45055 4.000 EACH| 1110.00000 4440.00| 1541.00000 6164.00| INLET, M10 | | | 0061 720-45075 1.000 EACH| 1180.00000 1180.00| 1567.00000 1567.00| INLET, R13 | | | 0062 720-45265 1.000 EACH| 350.00000 350.00| 1465.00000 1465.00| PIPE CATCH BASIN, 375 mm | | | 0063 720-45410 10.000 EACH| 1400.00000 14000.00| 2381.00000 23810.00| MANHOLE, C4 | | | 0064 720-45415 1.000 EACH| 3150.00000 3150.00| 3700.00000 3700.00| MANHOLE, D4 | | | 0065 720-45605 0.300 m | 1875.00000 562.50| 1700.00000 510.00| MANHOLE, RECONSTRUCT STRUCTURE | | | 0066 720-98174 3.000 EACH| 1550.00000 4650.00| 1600.00000 4800.00| INLET, B15 | | | 0067 720-98555 2.000 EACH| 1550.00000 3100.00| 1591.00000 3182.00| INLET, C15 | | | 0068 721-43020 1.000 EACH| 905.00000 905.00| 1446.00000 1446.00| AUTOMATIC DRAINAGE GATE, 600 mm | | | 0069 721-43030 1.000 EACH| 1200.00000 1200.00| 2163.00000 2163.00| AUTOMATIC DRAINAGE GATE, 750 mm | | | 0070 724-51890 39.100 m | 194.80000 7616.68| 100.00000 3910.00| STRUCTURAL EXPANSION JOINT, BS11 | | | 0071 801-04308 13.000 EACH| 170.00000 2210.00| 170.00000 2210.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06605 26.000 EACH| 60.00000 1560.00| 60.00000 1560.00| BARRICADE, IIIA | | | 0073 801-06606 12.000 EACH| 52.00000 624.00| 52.00000 624.00| BARRICADE, IIIB | | | 0074 801-06625 37.000 EACH| 69.00000 2553.00| 69.00000 2553.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-06640 29.000 EACH| 79.00000 2291.00| 79.00000 2291.00| CONSTRUCTION SIGN, A | | | 0076 801-06645 10.000 EACH| 20.00000 200.00| 20.00000 200.00| CONSTRUCTION SIGN, B | | | 0077 801-06710 21.000 DAY | 15.00000 315.00| 15.00000 315.00| FLASHING ARROW SIGN | | | 0078 801-06775 LUMP| 16316.00000 16316.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 802-05701 15.800 m | 41.50000 655.70| 41.43000 654.59| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0080 802-76025 3.160 m2 | 177.00000 559.32| 176.63000 558.15| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0081 802-76035 1.800 m2 | 263.00000 473.40| 262.42000 472.36| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0082 802-76040 2.820 m2 | 438.00000 1235.16| 438.32000 1236.06| SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0083 805-01815 4.000 EACH| 1316.00000 5264.00| 1316.25000 5265.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0084 805-01842 4.000 EACH| 584.00000 2336.00| 583.94000 2335.76| HANDHOLE, SIGNAL | | | 0085 805-02503 910.000 m | 2.85000 2593.50| 1.10000 1001.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0086 805-02641 2.000 EACH| 2610.00000 5220.00| 2609.95000 5219.90| SIGNAL POLE, MAST ARM 13.7 m | | | 0087 805-02799 1.000 EACH| 1015.00000 1015.00| 1014.95000 1014.95| MAST ARM, 7.6 m | | | 0088 805-03176 1.000 EACH| 1983.00000 1983.00| 1982.95000 1982.95| SIGNAL POLE, MAST ARM 10.7 m | | | 0089 805-06592 196.000 m | 68.00000 13328.00| 31.16000 6107.36| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0090 805-78109 1.000 EACH| 7862.00000 7862.00| 7861.64000 7861.64| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0091 805-78205 4.000 EACH| 339.00000 1356.00| 338.87000 1355.48| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0092 805-78230 4.000 EACH| 601.00000 2404.00| 600.73000 2402.92| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0093 805-78355 2.000 EACH| 335.00000 670.00| 334.76000 669.52| PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0094 805-78445 1.000 EACH| 407.00000 407.00| 406.55000 406.55| SIGNAL SERVICE | | | 0095 805-78467 15.000 m | 11.00000 165.00| 3.97000 59.55| SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 805-78470 910.000 m | 2.25000 2047.50| 1.10000 1001.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0097 805-78480 100.000 m | 6.50000 650.00| 2.54000 254.00| SIGNAL CABLE, 3C 14GA. | | | 0098 805-78485 185.000 m | 7.30000 1350.50| 2.71000 501.35| SIGNAL CABLE, 5C 14GA. | | | 0099 805-78490 240.000 m | 8.60000 2064.00| 3.09000 741.60| SIGNAL CABLE, 7C 14GA. | | | 0100 805-78492 170.000 m | 3.10000 527.00| 3.09000 525.30| SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0101 805-78510 485.000 m | 5.60000 2716.00| 2.43000 1178.55| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0102 805-78520 LUMP| 220.00000 220.00| 220.00000 220.00| MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0103 805-78784 10.000 EACH| 143.00000 1430.00| 142.89000 1428.90| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0104 805-78785 10.000 EACH| 545.00000 5450.00| 544.70000 5447.00| SIGNAL DETECTOR HOUSING | | | 0105 805-78795 315.000 m | 48.00000 15120.00| 22.54000 7100.10| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0106 805-96121 2.000 EACH| 92.00000 184.00| 91.49000 182.98| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0107 808-03178 1.000 EACH| 145.00000 145.00| 145.00000 145.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0108 808-03179 1.000 EACH| 150.00000 150.00| 150.00000 150.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0109 808-06701 72.000 m | 2.01000 144.72| 1.15000 82.80| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0110 808-06703 396.000 m | 2.18000 863.28| 1.15000 455.40| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0111 808-06705 90.000 m | 5.90000 531.00| 2.30000 207.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0112 808-75051 116.000 m | 8.00000 928.00| 4.00000 464.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0113 808-75054 116.000 m | 7.60000 881.60| 4.00000 464.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 172 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,964,101.61 ROUTE : CALL ORDER : 172 CONTRACT ID : R -25385-A COUNTIES : BARTHOLOMEW LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 808-75245 1102.000 m | 2.11000 2325.22| 1.15000 1267.30| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0115 808-75297 56.000 m | 19.80000 1108.80| 7.50000 420.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0116 808-75320 9.000 EACH| 50.00000 450.00| 50.00000 450.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0117 808-75325 9.000 EACH| 70.00000 630.00| 70.00000 630.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0118 808-92027 35.000 m | 5.22000 182.70| 2.30000 80.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,877,825.15| $ 1,914,553.31| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,877,825.15| $ 1,914,553.31| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 174 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,894,640.55 ROUTE : I-465 CALL ORDER : 174 CONTRACT ID : R -25386-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/20/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654341 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 67,113,700.00 100.0000% 2 99-9996067 MILESTONE/BERNS/WEDDLE JV $ 70,780,210.00 105.4631% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 72,616,320.00 108.1989% ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9996067 |(3) 35-0918397 |WALSH CONSTR CO. OF ILL |MILESTONE/BERNS/WEDDLE JV |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 I-465 - DESIGN/BUILD INTERCHANGE MODIFICATION WITH BRIDGES, SIGNING AND LIGHTING | | | 0001 104-05404 LUMP|66929000.00000 66929000.00|70594500.00000 70594500.00|72411000.00000 72411000.00 DESIGN/BUILD | | | 0002 105-06904 20.000 EACH| 100.00000 2000.00| 110.00000 2200.00| 110.00000 2200.00 PHONE(SUPERVISOR) , NEXTEL | | | 0003 105-06905 40.000 EACH| 75.00000 3000.00| 75.00000 3000.00| 80.00000 3200.00 PHONE(INSPECTOR) , NEXTEL | | | 0004 105-06906 480.000 MOS | 90.00000 43200.00| 90.00000 43200.00| 100.00000 48000.00 CELLULAR SERVICE(SUPERVISOR) , NEXTEL | | | 0005 105-06907 690.000 MOS | 70.00000 48300.00| 75.00000 51750.00| 100.00000 69000.00 CELLULAR SERVICE(INSPECTOR) , NEXTEL | | | 0006 105-06908 264.000 MOS | 50.00000 13200.00| 40.00000 10560.00| 30.00000 7920.00 RADIO SERVICE , NEXTEL | | | 0007 801-06975 75000.000 DOL | 1.00000 75000.00| 1.00000 75000.00| 1.00000 75000.00 PATROLLER-- POLICE | | | SECTION TOTALS | $ 67,113,700.00| $ 70,780,210.00| $ 72,616,320.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 67,113,700.00| $ 70,780,210.00| $ 72,616,320.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 186 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,022,094.25 ROUTE : SR 103 CALL ORDER : 186 CONTRACT ID : R -25396-A COUNTIES : HENRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A 513300B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,016,648.61 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,091,069.17 107.3201% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 10.000 MOS | 1850.00000 18500.00| 1625.00000 16250.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 12500.00000 12500.00| 6500.00000 6500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50800.00000 50800.00| 54500.00000 54500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 13100.00000 13100.00| CLEARING RIGHT OF WAY | | | 0005 202-02271 2.000 EACH| 2450.00000 4900.00| 300.00000 600.00| HEADWALL, REMOVE | | | 0006 202-02286 2.000 EACH| 18500.00000 37000.00| 39000.00000 78000.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 202.000 m2 | 1.61000 325.22| 5.75000 1161.50| SURFACE MILLING, ASPHALT | | | 0008 202-60820 27984.000 m2 | 1.74000 48692.16| 1.65000 46173.60| SURFACE MILLING, ASPHALT 50MM | | | 0009 203-02000 577.000 m3 | 18.00000 10386.00| 39.00000 22503.00| EXCAVATION, COMMON | | | 0010 203-02070 728.400 m3 | 15.40000 11217.36| 4.50000 3277.80| BORROW | | | 0011 203-06499 780.000 m2 | 5.00000 3900.00| 4.50000 3510.00| SUBGRADE TREATMENT | | | 0012 206-51817 238.000 m2 | 277.00000 65926.00| 200.00000 47600.00| SHEET PILING, STEEL | | | 0013 207-02045 468.000 m3 | 4.00000 1872.00| 10.00000 4680.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 255.000 m3 | 38.70000 9868.50| 210.00000 53550.00| B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 186 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,022,094.25 ROUTE : SR 103 CALL ORDER : 186 CONTRACT ID : R -25396-A COUNTIES : HENRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-52308 54.800 Mg | 30.00000 1644.00| 28.00000 1534.40| COMPACTED AGGREGATE, O, 53 | | | 0016 303-52309 244.100 Mg | 30.00000 7323.00| 27.75000 6773.78| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 303-60012 372.200 Mg | 20.35000 7574.27| 20.00000 7444.00| AGGREGATE, 2 | | | 0018 303-94433 508.000 m3 | 43.85000 22275.80| 68.00000 34544.00| AGGREGATE, 12 | | | 0019 305-05204 379.000 Mg | 125.00000 47375.00| 85.00000 32215.00| HMA FOR PATCHING | | | 0020 401-05455 2549.100 Mg | 38.00000 96865.80| 39.75000 101326.73| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 1820.800 Mg | 48.00000 87398.40| 49.00000 89219.20| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 401-05463 637.900 Mg | 54.00000 34446.60| 73.00000 46566.70| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0023 401-05464 186.700 Mg | 48.00000 8961.60| 50.00000 9335.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0024 402-05468 378.000 Mg | 45.00000 17010.00| 45.00000 17010.00| HMA BASE 25.0 mm, MAINLINE | | | 0025 402-05474 173.000 Mg | 38.00000 6574.00| 39.75000 6876.75| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0026 402-05477 97.000 Mg | 48.00000 4656.00| 49.00000 4753.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05481 87.000 Mg | 50.00000 4350.00| 43.00000 3741.00| HMA BASE 25.0 mm, SHOULDER | | | 0028 404-05511 324.000 m2 | 8.00000 2592.00| 5.50000 1782.00| SEAL COAT, 2 | | | 0029 405-05517 4.900 Mg | 300.00000 1470.00| 425.00000 2082.50| ASPHALT FOR PRIME COAT | | | 0030 405-05518 508.000 m2 | 2.25000 1143.00| 0.75000 381.00| ASPHALT FOR PRIME COAT | | | 0031 406-05520 15.300 Mg | 216.00000 3304.80| 250.00000 3825.00| ASPHALT FOR TACK COAT | | | 0032 406-05521 3800.000 m2 | 0.06000 228.00| 0.05000 190.00| ASPHALT FOR TACK COAT | | | 0033 601-01704 1.000 EACH| 1550.00000 1550.00| 1700.00000 1700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0034 601-06854 1.000 EACH| 1450.00000 1450.00| 1600.00000 1600.00| GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 186 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,022,094.25 ROUTE : SR 103 CALL ORDER : 186 CONTRACT ID : R -25396-A COUNTIES : HENRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-94689 3.000 EACH| 2190.00000 6570.00| 2400.00000 7200.00| GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 104.775 m | 31.00000 3248.03| 34.00000 3562.35| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0037 610-05527 844.500 Mg | 85.00000 71782.50| 88.25000 74527.13| HMA FOR APPROACHES | | | 0038 611-06497 5.000 EACH| 108.00000 540.00| 120.00000 600.00| MAILBOX ASSEMBLY, SINGLE | | | 0039 616-02320 1097.800 m2 | 5.85000 6422.13| 2.25000 2470.05| GEOTEXTILES | | | 0040 616-05689 354.000 Mg | 32.55000 11522.70| 45.00000 15930.00| RIPRAP, CLASS 2 | | | 0041 616-06405 38.000 Mg | 20.55000 780.90| 35.00000 1330.00| RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH| 450.00000 900.00| 500.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06548 1.610 kg | 49.50000 79.70| 50.00000 80.50| SEED MIXTURE, CV | | | 0044 621-06559 1530.500 m2 | 0.62000 948.91| 0.70000 1071.35| MULCHED SEEDING, R | | | 0045 621-06567 1.000 kL | 0.53000 0.53| 0.60000 0.60| WATER | | | 0046 621-06570 355.700 m3 | 71.15000 25308.06| 19.00000 6758.30| TOP SOIL | | | 0047 621-06574 1691.000 m2 | 3.38000 5715.58| 4.00000 6764.00| SODDING | | | 0048 714-26707 83.500 m | 1155.00000 96442.50| 1300.00000 108550.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1800 mm | | | 0049 715-05168 31.500 m | 111.00000 3496.50| 75.00000 2362.50| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0050 715-26728 5.000 EACH| 2883.00000 14415.00| 3700.00000 18500.00| GRATED BOX END SECTION, II, 4:1, 300 mm | | | 0051 715-46000 1.000 EACH| 249.00000 249.00| 200.00000 200.00| PIPE END SECTION, 300 mm | | | 0052 720-44000 17.000 EACH| 468.09000 7957.53| 300.00000 5100.00| CASTING, ADJUST TO GRADE | | | 0053 723-06958 13.500 m | 5366.00000 72441.00| 6350.00000 85725.00| STRUCTURE, PRECAST THREE-SIDED, 5700 mm | | | X 2100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 186 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,022,094.25 ROUTE : SR 103 CALL ORDER : 186 CONTRACT ID : R -25396-A COUNTIES : HENRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-04308 6.000 EACH| 275.00000 1650.00| 179.00000 1074.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06203 510.000 m | 4.00000 2040.00| 3.00000 1530.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0056 801-06207 510.000 m | 3.65000 1861.50| 4.50000 2295.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0057 801-06605 14.000 EACH| 90.00000 1260.00| 64.00000 896.00| BARRICADE, IIIA | | | 0058 801-06606 12.000 EACH| 100.00000 1200.00| 75.00000 900.00| BARRICADE, IIIB | | | 0059 801-06625 43.000 EACH| 76.00000 3268.00| 74.00000 3182.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 35.000 EACH| 110.00000 3850.00| 82.00000 2870.00| CONSTRUCTION SIGN, A | | | 0061 801-06645 20.000 EACH| 30.00000 600.00| 11.00000 220.00| CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP| 25000.00000 25000.00| 9000.00000 9000.00| MAINTAINING TRAFFIC | | | 0063 804-06770 8.000 EACH| 15.00000 120.00| 16.50000 132.00| DELINEATOR POST | | | 0064 808-06703 360.000 m | 1.65000 594.00| 1.90000 684.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-06712 440.000 m | 0.19000 83.60| 0.17000 74.80| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0066 808-06713 6034.000 m | 0.19000 1146.46| 0.17000 1025.78| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0067 808-06714 3520.000 m | 0.19000 668.80| 0.17000 598.40| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0068 808-06721 159.600 m | 0.95000 151.62| 1.25000 199.50| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 100 mm | | | 0069 808-06726 30.300 m | 3.50000 106.05| 6.50000 196.95| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0070 808-75245 90.000 m | 1.65000 148.50| 1.70000 153.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 1,016,648.61| $ 1,091,069.17| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,016,648.61| $ 1,091,069.17| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,713,779.01 ROUTE : CR 600 WEST CALL ORDER : 190 CONTRACT ID : R -25400-A COUNTIES : HANCOCK LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9930008 6330011 9930021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,645,224.86 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO $ 1,746,787.28 106.1731% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,776,067.44 107.9528% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,789,600.00 108.7754% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 1,799,688.78 109.3886% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1151771 |(3) 35-1917625 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT, ASPHALT | | | 0001 105-01925 10.000 MOS | 1500.00000 15000.00| 1468.87000 14688.70| 2496.35000 24963.50 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 27683.38000 27683.38 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 51342.00000 51342.00| 38500.00000 38500.00| 69715.00000 69715.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 45855.00000 45855.00| 28359.31000 28359.31| 29296.90000 29296.90 CLEARING RIGHT OF WAY | | | 0005 202-02241 82.000 m | 12.00000 984.00| 12.42000 1018.44| 15.00000 1230.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 6000.00000 6000.00| 6521.08000 6521.08| 6315.60000 6315.60 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0007 202-60820 2415.000 m2 | 1.30000 3139.50| 2.86000 6906.90| 3.37000 8138.55 SURFACE MILLING, ASPHALT | | | 0008 203-02000 9597.000 m3 | 12.28000 117851.16| 13.00000 124761.00| 11.00000 105567.00 EXCAVATION, COMMON | | | 0009 203-02070 2439.000 m3 | 24.38000 59462.82| 21.43000 52267.77| 14.77000 36024.03 BORROW | | | 0010 205-02231 252.000 m | 9.75000 2457.00| 56.20000 14162.40| 70.52000 17771.04 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02232 39.000 m3 | 10.75000 419.25| 167.34000 6526.26| 41.70000 1626.30 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,713,779.01 ROUTE : CR 600 WEST CALL ORDER : 190 CONTRACT ID : R -25400-A COUNTIES : HANCOCK LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1151771 |(3) 35-1917625 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02236 10.000 EACH| 65.00000 650.00| 67.28000 672.80| 68.42000 684.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 211-02060 305.100 m3 | 30.84000 9409.28| 43.07000 13140.66| 16.68000 5089.07 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 244.000 m3 | 63.64000 15528.16| 96.26000 23487.44| 84.07000 20513.08 FLOWABLE MORTAR | | | 0015 303-04075 24.900 Mg | 33.00000 821.70| 33.03000 822.45| 36.80000 916.32 COMPACTED AGGREGATE, O, 73 | | | 0016 303-52308 185.200 Mg | 45.00000 8334.00| 31.78000 5885.66| 100.00000 18520.00 COMPACTED AGGREGATE, O, 53 | | | 0017 305-05206 443.300 Mg | 35.00000 15515.50| 42.88000 19008.70| 42.00000 18618.60 WIDENING WITH HMA | | | 0018 401-05437 7171.900 Mg | 31.50000 225914.85| 35.50000 254602.45| 34.00000 243844.60 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0019 401-05454 2925.600 Mg | 38.00000 111172.80| 39.00000 114098.40| 39.00000 114098.40 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0020 401-05456 1276.000 Mg | 54.00000 68904.00| 55.75000 71137.00| 60.00000 76560.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0021 401-05459 4185.200 Mg | 31.50000 131833.80| 35.50000 148574.60| 34.00000 142296.80 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0022 401-05462 1381.900 Mg | 36.00000 49748.40| 39.00000 53894.10| 40.00000 55276.00 QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0023 401-05464 628.200 Mg | 47.00000 29525.40| 55.75000 35022.15| 69.00000 43345.80 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0024 401-06264 LUMP| 3000.00000 3000.00| 3105.28000 3105.28| 1850.00000 1850.00 PROFILOGRAPH, HMA | | | 0025 402-05470 3131.900 Mg | 27.00000 84561.30| 32.75000 102569.73| 32.00000 100220.80 HMA BASE C25.0 mm, MAINLINE | | | 0026 402-05483 1805.400 Mg | 27.00000 48745.80| 32.75000 59126.85| 32.00000 57772.80 HMA BASE C25.0 mm, SHOULDER | | | 0027 402-05495 162.700 Mg | 46.00000 7484.20| 39.00000 6345.30| 45.00000 7321.50 HMA WEDGE AND LEVEL | | | 0028 405-05517 1.100 Mg | 335.00000 368.50| 200.00000 220.00| 750.00000 825.00 ASPHALT FOR PRIME COAT | | | 0029 406-05520 26.600 Mg | 160.00000 4256.00| 200.00000 5320.00| 190.00000 5054.00 ASPHALT FOR TACK COAT | | | 0030 601-01846 1.000 EACH| 1495.00000 1495.00| 1547.46000 1547.46| 1657.85000 1657.85 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0031 601-06854 2.000 EACH| 1080.00000 2160.00| 1117.90000 2235.80| 2126.25000 4252.50 GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,713,779.01 ROUTE : CR 600 WEST CALL ORDER : 190 CONTRACT ID : R -25400-A COUNTIES : HANCOCK LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1151771 |(3) 35-1917625 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-06856 4.000 EACH| 310.00000 1240.00| 320.88000 1283.52| 724.69000 2898.76 MODIFIED POSTS, NESTED GUARDRAIL | | | 0033 601-94689 7.000 EACH| 2110.00000 14770.00| 2184.05000 15288.35| 2315.72000 16210.04 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 251.460 m | 32.00000 8046.72| 33.12000 8328.36| 31.10000 7820.41 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 603-06040 318.000 m | 13.00000 4134.00| 13.46000 4280.28| 16.68000 5304.24 FENCE, FARM FIELD, 1190 mm | | | 0036 604-06069 24.000 m2 | 66.95000 1606.80| 55.80000 1339.20| 48.31000 1159.44 CURB RAMP, CONCRETE | | | 0037 604-06070 9.800 m2 | 103.44000 1013.71| 83.66000 819.87| 64.42000 631.32 SIDEWALK, CONCRETE | | | 0038 605-06140 152.000 m | 41.18000 6259.36| 50.98000 7748.96| 51.84000 7879.68 CURB AND GUTTER, CONCRETE | | | 0039 610-05527 119.700 Mg | 66.34000 7940.90| 70.14000 8395.76| 152.00000 18194.40 HMA FOR APPROACHES | | | 0040 611-05330 102.900 m2 | 43.93000 4520.40| 65.74000 6764.65| 62.91000 6473.44 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 611-06497 12.000 EACH| 120.00000 1440.00| 124.21000 1490.52| 168.42000 2021.04 MAILBOX ASSEMBLY, SINGLE | | | 0042 615-06490 34.000 EACH| 103.00000 3502.00| 106.61000 3624.74| 106.31000 3614.54 RIGHT OF WAY MARKER | | | 0043 615-06505 8.000 EACH| 445.00000 3560.00| 460.62000 3684.96| 436.83000 3494.64 MONUMENT, B | | | 0044 615-06527 3.000 EACH| 520.00000 1560.00| 538.25000 1614.75| 389.46000 1168.38 MONUMENT, SECTION CORNER | | | 0045 616-02320 696.000 m2 | 2.91000 2025.36| 1.99000 1385.04| 3.16000 2199.36 GEOTEXTILES | | | 0046 616-06405 452.600 Mg | 27.22000 12319.77| 27.97000 12659.22| 22.19000 10043.19 RIPRAP, REVETMENT | | | 0047 621-01004 1.000 EACH| 675.00000 675.00| 698.69000 698.69| 710.51000 710.51 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 3.500 Mg | 565.00000 1977.50| 584.83000 2046.91| 594.63000 2081.21 FERTILIZER | | | 0049 621-06553 745.000 kg | 8.55000 6369.75| 8.85000 6593.25| 8.98000 6690.10 SEED MIXTURE, R | | | 0050 621-06565 17.600 Mg | 495.00000 8712.00| 512.37000 9017.71| 520.69000 9164.14 MULCHING MATERIAL | | | 0051 621-06574 861.400 m2 | 3.70000 3187.18| 4.85000 4177.79| 6.10000 5254.54 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,713,779.01 ROUTE : CR 600 WEST CALL ORDER : 190 CONTRACT ID : R -25400-A COUNTIES : HANCOCK LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1151771 |(3) 35-1917625 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 621-06575 1184.600 m2 | 3.70000 4383.02| 4.85000 5745.31| 5.50000 6515.30 SODDING, NURSERY | | | 0053 622-52436 3.000 EACH| 20.00000 60.00| 20.70000 62.10| 32.63000 97.89 SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 90.000 EACH| 11.80000 1062.00| 12.21000 1098.90| 12.42000 1117.80 SEEDLING | | | 0055 702-51863 222.000 EACH| 7.00000 1554.00| 7.76000 1722.72| 7.37000 1636.14 FIELD DRILLED HOLE IN CONCRETE | | | 0056 703-06029 652.000 kg | 3.00000 1956.00| 3.26000 2125.52| 3.16000 2060.32 REINFORCING BARS, EPOXY COATED | | | 0057 704-51002 1.400 m3 | 800.00000 1120.00| 869.48000 1217.27| 721.79000 1010.51 CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-05733 4.000 EACH| 1800.00000 7200.00| 1966.68000 7866.72| 1894.68000 7578.72 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0059 706-51020 1.200 m3 | 1000.00000 1200.00| 1086.85000 1304.22| 1052.60000 1263.12 CONCRETE, C, RAILING | | | 0060 709-51821 LUMP| 1200.00000 1200.00| 1242.11000 1242.11| 1263.12000 1263.12 SURFACE SEAL , STR. NO. 1 | | | 0061 714-03437 58.000 m2 | 334.18000 19382.44| 570.34000 33079.72| 446.40000 25891.20 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0062 714-04733 28.000 m | 4184.38000 117162.64| 4876.32000 136536.96| 5640.77000 157941.56 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, | | | 0063 715-05048 3582.000 m | 6.17000 22100.94| 6.88000 24644.16| 7.00000 25074.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0064 715-05125 21.500 m | 457.94000 9845.71| 200.00000 4300.00| 98.78000 2123.77 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0065 715-05149 12.100 m | 84.31000 1020.15| 116.30000 1407.23| 125.22000 1515.16 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0066 715-05151 853.800 m | 78.78000 67262.36| 67.90000 57973.02| 65.79000 56171.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0067 715-05152 139.000 m | 50.16000 6972.24| 75.86000 10544.54| 70.07000 9739.73 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0068 715-05169 54.000 m | 80.79000 4362.66| 68.59000 3703.86| 80.20000 4330.80 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0069 715-05171 10.300 m | 154.34000 1589.70| 85.50000 880.65| 87.72000 903.52 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0070 715-46000 1.000 EACH| 402.00000 402.00| 350.06000 350.06| 204.38000 204.38 PIPE END SECTION, 300 mm | | | 0071 715-46005 14.000 EACH| 497.00000 6958.00| 156.92000 2196.88| 218.97000 3065.58 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,713,779.01 ROUTE : CR 600 WEST CALL ORDER : 190 CONTRACT ID : R -25400-A COUNTIES : HANCOCK LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1151771 |(3) 35-1917625 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 715-46010 4.000 EACH| 629.00000 2516.00| 196.44000 785.76| 239.18000 956.72 PIPE END SECTION, 450 mm | | | 0073 715-46030 2.000 EACH| 1249.00000 2498.00| 481.01000 962.02| 374.97000 749.94 PIPE END SECTION, 750 mm | | | 0074 715-91361 224.800 m | 33.75000 7587.00| 30.54000 6865.39| 31.05000 6980.04 PIPE, PVC, 150 mm | | | 0075 718-06528 16.000 EACH| 576.00000 9216.00| 621.06000 9936.96| 631.56000 10104.96 OUTLET PROTECTOR, 1 | | | 0076 718-06529 4.000 EACH| 550.00000 2200.00| 517.55000 2070.20| 526.30000 2105.20 OUTLET PROTECTOR, 2 | | | 0077 718-06531 6.000 EACH| 513.00000 3078.00| 284.65000 1707.90| 289.47000 1736.82 OUTLET PROTECTOR, 3 | | | 0078 718-06532 1000.000 m | 2.75000 2750.00| 2.85000 2850.00| 2.89000 2890.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 616.900 m3 | 34.65000 21375.59| 31.57000 19475.53| 32.11000 19808.66 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 6214.400 m2 | 1.32000 8203.01| 1.55000 9632.32| 1.57000 9756.61 GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-45035 6.000 EACH| 1092.00000 6552.00| 910.39000 5462.34| 812.16000 4872.96 INLET, F7 | | | 0082 720-45270 4.000 EACH| 748.00000 2992.00| 600.78000 2403.12| 686.58000 2746.32 PIPE CATCH BASIN, 450 mm | | | 0083 720-98174 1.000 EACH| 1612.00000 1612.00| 1777.82000 1777.82| 1638.54000 1638.54 INLET, B15 | | | 0084 720-98555 1.000 EACH| 1612.00000 1612.00| 1777.82000 1777.82| 1638.54000 1638.54 INLET, C15 | | | 0085 722-01807 112.000 m2 | 49.00000 5488.00| 36.23000 4057.76| 9.40000 1052.80 MEMBRANE WATERPROOFING | | | 0086 727-90308 85.000 m | 129.00000 10965.00| 30.02000 2551.70| 24.21000 2057.85 EPOXY INJECTION, CRACK PREPARATION | | | 0087 727-90309 85.000 L | 22.50000 1912.50| 4.14000 351.90| 2.63000 223.55 EPOXY INJECTION, EPOXY MATERIAL | | | 0088 727-93560 LUMP| 800.00000 800.00| 724.56000 724.56| 421.04000 421.04 EPOXY INJECTION, FURNISHING EQUIPMENT , | | | STR. NO. 1 | | | 0089 801-04308 4.000 EACH| 315.00000 1260.00| 227.72000 910.88| 231.57000 926.28 ROAD CLOSURE SIGN ASSEMBLY | | | 0090 801-06605 14.000 EACH| 100.00000 1400.00| 77.63000 1086.82| 78.95000 1105.30 BARRICADE, IIIA | | | 0091 801-06625 14.000 EACH| 68.00000 952.00| 93.16000 1304.24| 94.73000 1326.22 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,713,779.01 ROUTE : CR 600 WEST CALL ORDER : 190 CONTRACT ID : R -25400-A COUNTIES : HANCOCK LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1151771 |(3) 35-1917625 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 801-06640 14.000 EACH| 68.00000 952.00| 67.28000 941.92| 68.42000 957.88 CONSTRUCTION SIGN, A | | | 0093 801-06775 LUMP| 25900.00000 25900.00| 24190.59000 24190.59| 20784.43000 20784.43 MAINTAINING TRAFFIC | | | 0094 802-02489 8.000 m | 41.00000 328.00| 42.44000 339.52| 28.63000 229.04 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0095 802-76035 1.125 m2 | 275.00000 309.38| 285.91000 321.65| 234.74000 264.08 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0096 808-04298 2.000 EACH| 265.00000 530.00| 357.11000 714.22| 363.15000 726.30 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0097 808-06712 354.000 m | 0.22000 77.88| 0.17000 60.18| 0.17000 60.18 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0098 808-06713 3697.000 m | 0.22000 813.34| 0.14000 517.58| 0.15000 554.55 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0099 808-06714 2144.000 m | 0.22000 471.68| 0.14000 300.16| 0.15000 321.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0100 808-75297 49.000 m | 8.75000 428.75| 10.87000 532.63| 11.05000 541.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0101 808-75320 4.000 EACH| 50.00000 200.00| 51.76000 207.04| 52.63000 210.52 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0102 808-75325 4.000 EACH| 73.00000 292.00| 67.28000 269.12| 68.42000 273.68 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0103 808-75998 162.000 EACH| 19.50000 3159.00| 28.47000 4612.14| 28.95000 4689.90 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0104 601-01128 4.000 EACH| 800.00000 3200.00| 828.08000 3312.32| 947.34000 3789.36 GUARDRAIL TRANSITION TYPE WGB | | | SECTION TOTALS | $ 1,645,224.86| $ 1,746,787.28| $ 1,776,067.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,645,224.86| $ 1,746,787.28| $ 1,776,067.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 190 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,713,779.01 ROUTE : CR 600 WEST CALL ORDER : 190 CONTRACT ID : R -25400-A COUNTIES : HANCOCK LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT, ASPHALT | | | 0001 105-01925 10.000 MOS | 1900.00000 19000.00| 1200.00000 12000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 23800.00000 23800.00| 30000.00000 30000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 90000.00000 90000.00| 89950.00000 89950.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 28139.69000 28139.69| 35900.00000 35900.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 82.000 m | 15.00000 1230.00| 15.75000 1291.50| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 11800.00000 11800.00| 7500.00000 7500.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0007 202-60820 2415.000 m2 | 2.00000 4830.00| 3.00000 7245.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 9597.000 m3 | 14.00000 134358.00| 14.50000 139156.50| EXCAVATION, COMMON | | | 0009 203-02070 2439.000 m3 | 12.00000 29268.00| 10.00000 24390.00| BORROW | | | 0010 205-02231 252.000 m | 58.00000 14616.00| 22.00000 5544.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02232 39.000 m3 | 230.00000 8970.00| 35.00000 1365.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0012 205-02236 10.000 EACH| 68.00000 680.00| 70.00000 700.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 211-02060 305.100 m3 | 40.00000 12204.00| 58.00000 17695.80| B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 244.000 m3 | 128.00000 31232.00| 75.00000 18300.00| FLOWABLE MORTAR | | | 0015 303-04075 24.900 Mg | 27.00000 672.30| 45.00000 1120.50| COMPACTED AGGREGATE, O, 73 | | | 0016 303-52308 185.200 Mg | 32.00000 5926.40| 45.00000 8334.00| COMPACTED AGGREGATE, O, 53 | | | 0017 305-05206 443.300 Mg | 60.00000 26598.00| 48.00000 21278.40| WIDENING WITH HMA | | | 0018 401-05437 7171.900 Mg | 35.00000 251016.50| 35.00000 251016.50| QC/QA HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 190 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,713,779.01 ROUTE : CR 600 WEST CALL ORDER : 190 CONTRACT ID : R -25400-A COUNTIES : HANCOCK LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 401-05454 2925.600 Mg | 38.00000 111172.80| 40.00000 117024.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0020 401-05456 1276.000 Mg | 50.00000 63800.00| 57.00000 72732.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0021 401-05459 4185.200 Mg | 35.00000 146482.00| 34.00000 142296.80| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0022 401-05462 1381.900 Mg | 38.00000 52512.20| 38.00000 52512.20| QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0023 401-05464 628.200 Mg | 50.00000 31410.00| 50.00000 31410.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0024 401-06264 LUMP| 2500.00000 2500.00| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0025 402-05470 3131.900 Mg | 30.00000 93957.00| 28.00000 87693.20| HMA BASE C25.0 mm, MAINLINE | | | 0026 402-05483 1805.400 Mg | 30.00000 54162.00| 29.00000 52356.60| HMA BASE C25.0 mm, SHOULDER | | | 0027 402-05495 162.700 Mg | 45.00000 7321.50| 51.00000 8297.70| HMA WEDGE AND LEVEL | | | 0028 405-05517 1.100 Mg | 800.00000 880.00| 335.00000 368.50| ASPHALT FOR PRIME COAT | | | 0029 406-05520 26.600 Mg | 200.00000 5320.00| 160.00000 4256.00| ASPHALT FOR TACK COAT | | | 0030 601-01846 1.000 EACH| 1650.00000 1650.00| 1600.00000 1600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0031 601-06854 2.000 EACH| 2100.00000 4200.00| 2200.00000 4400.00| GUARDRAIL, W-BEAM, NESTED | | | 0032 601-06856 4.000 EACH| 185.00000 740.00| 175.00000 700.00| MODIFIED POSTS, NESTED GUARDRAIL | | | 0033 601-94689 7.000 EACH| 2300.00000 16100.00| 2500.00000 17500.00| GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 251.460 m | 31.00000 7795.26| 33.00000 8298.18| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 603-06040 318.000 m | 16.50000 5247.00| 17.50000 5565.00| FENCE, FARM FIELD, 1190 mm | | | 0036 604-06069 24.000 m2 | 80.00000 1920.00| 78.00000 1872.00| CURB RAMP, CONCRETE | | | 0037 604-06070 9.800 m2 | 55.00000 539.00| 78.00000 764.40| SIDEWALK, CONCRETE | | | 0038 605-06140 152.000 m | 60.00000 9120.00| 55.00000 8360.00| CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 190 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,713,779.01 ROUTE : CR 600 WEST CALL ORDER : 190 CONTRACT ID : R -25400-A COUNTIES : HANCOCK LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 610-05527 119.700 Mg | 100.00000 11970.00| 70.00000 8379.00| HMA FOR APPROACHES | | | 0040 611-05330 102.900 m2 | 45.00000 4630.50| 65.00000 6688.50| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 611-06497 12.000 EACH| 165.00000 1980.00| 160.00000 1920.00| MAILBOX ASSEMBLY, SINGLE | | | 0042 615-06490 34.000 EACH| 110.00000 3740.00| 105.00000 3570.00| RIGHT OF WAY MARKER | | | 0043 615-06505 8.000 EACH| 435.00000 3480.00| 450.00000 3600.00| MONUMENT, B | | | 0044 615-06527 3.000 EACH| 390.00000 1170.00| 400.00000 1200.00| MONUMENT, SECTION CORNER | | | 0045 616-02320 696.000 m2 | 2.10000 1461.60| 2.00000 1392.00| GEOTEXTILES | | | 0046 616-06405 452.600 Mg | 28.00000 12672.80| 26.00000 11767.60| RIPRAP, REVETMENT | | | 0047 621-01004 1.000 EACH| 700.00000 700.00| 675.00000 675.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 3.500 Mg | 590.00000 2065.00| 675.00000 2362.50| FERTILIZER | | | 0049 621-06553 745.000 kg | 9.00000 6705.00| 8.55000 6369.75| SEED MIXTURE, R | | | 0050 621-06565 17.600 Mg | 520.00000 9152.00| 495.00000 8712.00| MULCHING MATERIAL | | | 0051 621-06574 861.400 m2 | 4.00000 3445.60| 3.70000 3187.18| SODDING | | | 0052 621-06575 1184.600 m2 | 4.00000 4738.40| 3.70000 4383.02| SODDING, NURSERY | | | 0053 622-52436 3.000 EACH| 32.00000 96.00| 35.00000 105.00| SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 90.000 EACH| 12.40000 1116.00| 11.80000 1062.00| SEEDLING | | | 0055 702-51863 222.000 EACH| 6.30000 1398.60| 8.00000 1776.00| FIELD DRILLED HOLE IN CONCRETE | | | 0056 703-06029 652.000 kg | 2.30000 1499.60| 4.00000 2608.00| REINFORCING BARS, EPOXY COATED | | | 0057 704-51002 1.400 m3 | 1470.00000 2058.00| 900.00000 1260.00| CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-05733 4.000 EACH| 1575.00000 6300.00| 2000.00000 8000.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 190 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,713,779.01 ROUTE : CR 600 WEST CALL ORDER : 190 CONTRACT ID : R -25400-A COUNTIES : HANCOCK LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 706-51020 1.200 m3 | 630.00000 756.00| 1100.00000 1320.00| CONCRETE, C, RAILING | | | 0060 709-51821 LUMP| 965.00000 965.00| 1200.00000 1200.00| SURFACE SEAL , STR. NO. 1 | | | 0061 714-03437 58.000 m2 | 525.00000 30450.00| 400.00000 23200.00| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0062 714-04733 28.000 m | 5700.00000 159600.00| 5300.00000 148400.00| CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, | | | 0063 715-05048 3582.000 m | 7.00000 25074.00| 8.00000 28656.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0064 715-05125 21.500 m | 100.00000 2150.00| 140.00000 3010.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0065 715-05149 12.100 m | 60.00000 726.00| 110.00000 1331.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0066 715-05151 853.800 m | 50.00000 42690.00| 63.00000 53789.40| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0067 715-05152 139.000 m | 60.00000 8340.00| 78.00000 10842.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0068 715-05169 54.000 m | 53.00000 2862.00| 62.00000 3348.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0069 715-05171 10.300 m | 63.00000 648.90| 110.00000 1133.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0070 715-46000 1.000 EACH| 240.00000 240.00| 350.00000 350.00| PIPE END SECTION, 300 mm | | | 0071 715-46005 14.000 EACH| 245.00000 3430.00| 210.00000 2940.00| PIPE END SECTION, 375 mm | | | 0072 715-46010 4.000 EACH| 270.00000 1080.00| 245.00000 980.00| PIPE END SECTION, 450 mm | | | 0073 715-46030 2.000 EACH| 450.00000 900.00| 425.00000 850.00| PIPE END SECTION, 750 mm | | | 0074 715-91361 224.800 m | 31.00000 6968.80| 40.00000 8992.00| PIPE, PVC, 150 mm | | | 0075 718-06528 16.000 EACH| 630.00000 10080.00| 425.00000 6800.00| OUTLET PROTECTOR, 1 | | | 0076 718-06529 4.000 EACH| 525.00000 2100.00| 410.00000 1640.00| OUTLET PROTECTOR, 2 | | | 0077 718-06531 6.000 EACH| 290.00000 1740.00| 400.00000 2400.00| OUTLET PROTECTOR, 3 | | | 0078 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 190 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,713,779.01 ROUTE : CR 600 WEST CALL ORDER : 190 CONTRACT ID : R -25400-A COUNTIES : HANCOCK LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 718-52610 616.900 m3 | 32.00000 19740.80| 46.00000 28377.40| AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 6214.400 m2 | 1.60000 9943.04| 1.25000 7768.00| GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-45035 6.000 EACH| 1240.00000 7440.00| 800.00000 4800.00| INLET, F7 | | | 0082 720-45270 4.000 EACH| 1020.00000 4080.00| 650.00000 2600.00| PIPE CATCH BASIN, 450 mm | | | 0083 720-98174 1.000 EACH| 1800.00000 1800.00| 1500.00000 1500.00| INLET, B15 | | | 0084 720-98555 1.000 EACH| 1830.00000 1830.00| 1500.00000 1500.00| INLET, C15 | | | 0085 722-01807 112.000 m2 | 60.00000 6720.00| 55.00000 6160.00| MEMBRANE WATERPROOFING | | | 0086 727-90308 85.000 m | 160.00000 13600.00| 135.00000 11475.00| EPOXY INJECTION, CRACK PREPARATION | | | 0087 727-90309 85.000 L | 27.00000 2295.00| 25.00000 2125.00| EPOXY INJECTION, EPOXY MATERIAL | | | 0088 727-93560 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| EPOXY INJECTION, FURNISHING EQUIPMENT , | | | STR. NO. 1 | | | 0089 801-04308 4.000 EACH| 230.00000 920.00| 350.00000 1400.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0090 801-06605 14.000 EACH| 78.00000 1092.00| 125.00000 1750.00| BARRICADE, IIIA | | | 0091 801-06625 14.000 EACH| 95.00000 1330.00| 70.00000 980.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0092 801-06640 14.000 EACH| 68.00000 952.00| 70.00000 980.00| CONSTRUCTION SIGN, A | | | 0093 801-06775 LUMP| 10000.00000 10000.00| 35000.00000 35000.00| MAINTAINING TRAFFIC | | | 0094 802-02489 8.000 m | 29.00000 232.00| 30.00000 240.00| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0095 802-76035 1.125 m2 | 235.00000 264.38| 250.00000 281.25| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0096 808-04298 2.000 EACH| 360.00000 720.00| 300.00000 600.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0097 808-06712 354.000 m | 0.17000 60.18| 0.22000 77.88| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 190 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,713,779.01 ROUTE : CR 600 WEST CALL ORDER : 190 CONTRACT ID : R -25400-A COUNTIES : HANCOCK LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 808-06713 3697.000 m | 0.15000 554.55| 0.22000 813.34| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0099 808-06714 2144.000 m | 0.15000 321.60| 0.22000 471.68| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0100 808-75297 49.000 m | 11.00000 539.00| 8.50000 416.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0101 808-75320 4.000 EACH| 52.00000 208.00| 55.00000 220.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0102 808-75325 4.000 EACH| 68.00000 272.00| 75.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0103 808-75998 162.000 EACH| 28.00000 4536.00| 30.00000 4860.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0104 601-01128 4.000 EACH| 950.00000 3800.00| 1000.00000 4000.00| GUARDRAIL TRANSITION TYPE WGB | | | SECTION TOTALS | $ 1,789,600.00| $ 1,799,688.78| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,789,600.00| $ 1,799,688.78| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 194 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 905,407.63 ROUTE : 3 CALL ORDER : 194 CONTRACT ID : R -25448-A COUNTIES : DELAWARE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2012013 2012013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 918,439.96 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 1800.00000 10800.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 30000.00000 30000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45900.00000 45900.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 27000.00000 27000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02255 3.000 EACH| 500.00000 1500.00| | TREE, 460 mm, REMOVE | | | 0006 202-02260 6.000 EACH| 700.00000 4200.00| | TREE, 760 mm, REMOVE | | | 0007 202-02265 1.000 EACH| 1000.00000 1000.00| | TREE, 1220 mm, REMOVE | | | 0008 202-02278 95.000 m | 29.38000 2791.10| | CURB, CONCRETE, REMOVE | | | 0009 202-60820 5831.800 m2 | 2.00000 11663.60| | SURFACE MILLING, ASPHALT | | | 0010 202-78515 LUMP| 2038.19000 2038.19| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-96151 LUMP| 800.00000 800.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0012 203-02000 1690.000 m3 | 38.30000 64727.00| | EXCAVATION, COMMON | | | 0013 205-02224 1227.000 m | 5.25000 6441.75| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02229 69.700 m | 10.10000 703.97| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 194 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 905,407.63 ROUTE : 3 CALL ORDER : 194 CONTRACT ID : R -25448-A COUNTIES : DELAWARE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02234 16.000 EACH| 60.00000 960.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02236 11.000 EACH| 60.00000 660.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-02237 13.000 EACH| 40.00000 520.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 211-02060 473.000 m3 | 29.51000 13958.23| | B BORROW FOR STRUCTURE BACKFILL | | | 0019 303-52308 1665.000 Mg | 17.33000 28854.45| | COMPACTED AGGREGATE, O, 53 | | | 0020 303-60910 5.000 Mg | 17.33000 86.65| | COMPACTED AGGREGATE FOR SURFACE, 0 | | | 0021 305-05204 22.290 Mg | 100.00000 2229.00| | HMA FOR PATCHING | | | 0022 401-05437 1405.000 Mg | 55.00000 77275.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0023 401-05455 2290.000 Mg | 40.00000 91600.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0024 401-05456 585.000 Mg | 68.00000 39780.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 250.000 Mg | 50.00000 12500.00| | HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 910.000 m2 | 5.59000 5086.90| | SEAL COAT, 2 | | | 0027 405-05518 2941.000 m2 | 1.00000 2941.00| | ASPHALT FOR PRIME COAT | | | 0028 406-05520 4.750 Mg | 160.00000 760.00| | ASPHALT FOR TACK COAT | | | 0029 601-01115 52.200 m | 95.00000 4959.00| | GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0030 601-01839 1.000 EACH| 1750.00000 1750.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0031 601-01846 1.000 EACH| 1750.00000 1750.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 601-99105 30.460 m | 55.00000 1675.30| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 194 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 905,407.63 ROUTE : 3 CALL ORDER : 194 CONTRACT ID : R -25448-A COUNTIES : DELAWARE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99106 7.600 m | 75.00000 570.00| | GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0034 601-99110 9.900 m | 55.00000 544.50| | GUARDRAIL, W BEAM, LONG POST, 1.905 m | | | SPACING | | | 0035 603-06045 84.000 m | 39.00000 3276.00| | FENCE, CHAIN LINK, 1220 mm | | | 0036 605-92887 670.500 m | 82.38000 55235.79| | CURB AND GUTTER, COMBINED, CONCRETE, | | | MODIFIED | | | 0037 610-05527 320.000 Mg | 80.00000 25600.00| | HMA FOR APPROACHES | | | 0038 611-05330 450.000 m2 | 44.57000 20056.50| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0039 611-06497 12.000 EACH| 110.00000 1320.00| | MAILBOX ASSEMBLY, SINGLE | | | 0040 615-06490 32.000 EACH| 105.00000 3360.00| | RIGHT OF WAY MARKER | | | 0041 615-06530 1.000 EACH| 700.00000 700.00| | POST, BENCHMARK | | | 0042 616-02320 11.000 m2 | 7.11000 78.21| | GEOTEXTILES | | | 0043 616-06396 5.500 Mg | 56.95000 313.23| | RIPRAP | | | 0044 621-01004 2.000 EACH| 750.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06560 1776.900 m2 | 0.66000 1172.75| | MULCHED SEEDING, U | | | 0046 621-06574 2519.300 m2 | 3.60000 9069.48| | SODDING | | | 0047 702-51015 38.500 m3 | 685.00000 26372.50| | CONCRETE, B, FOOTINGS | | | 0048 702-94139 50.800 m3 | 635.00000 32258.00| | CONCRETE, A, ABOVE FOOTINGS | | | 0049 703-51030 4185.000 kg | 1.85000 7742.25| | REINFORCING STEEL | | | 0050 703-51032 3695.000 kg | 2.30000 8498.50| | REINFORCING STEEL, EPOXY COATED | | | 0051 709-51821 LUMP| 1600.00000 1600.00| | SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 194 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 905,407.63 ROUTE : 3 CALL ORDER : 194 CONTRACT ID : R -25448-A COUNTIES : DELAWARE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05032 186.500 m | 60.51000 11285.12| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0053 715-05123 17.300 m | 141.67000 2450.89| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0054 715-05149 168.600 m | 58.52000 9866.47| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0055 715-05169 29.000 m | 93.48000 2710.92| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0056 715-05171 12.200 m | 110.08000 1342.98| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0057 715-46000 4.000 EACH| 258.63000 1034.52| | PIPE END SECTION, 300 mm | | | 0058 715-46005 5.000 EACH| 270.18000 1350.90| | PIPE END SECTION, 375 mm | | | 0059 715-46010 2.000 EACH| 294.43000 588.86| | PIPE END SECTION, 450 mm | | | 0060 715-46020 2.000 EACH| 479.18000 958.36| | PIPE END SECTION, 600 mm | | | 0061 720-45015 9.000 EACH| 1253.95000 11285.55| | INLET, A8 | | | 0062 720-45055 3.000 EACH| 1438.75000 4316.25| | INLET, M10 | | | 0063 720-45265 2.000 EACH| 1126.90000 2253.80| | PIPE CATCH BASIN, 375 mm | | | 0064 720-98174 1.000 EACH| 1873.03000 1873.03| | INLET, B15 | | | 0065 728-98377 LUMP| 1450.00000 1450.00| | MASONRY COATING | | | 0066 801-06640 18.000 EACH| 150.00000 2700.00| | CONSTRUCTION SIGN, A | | | 0069 801-06775 LUMP| 70000.00000 70000.00| | MAINTAINING TRAFFIC | | | 0071 802-76025 4.580 m2 | 147.36000 674.91| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 805-01815 4.000 EACH| 1606.81000 6427.24| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0073 805-01842 7.000 EACH| 773.46000 5414.22| | HANDHOLE, SIGNAL | | | 0074 805-01844 310.000 m | 33.17000 10282.70| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 194 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 905,407.63 ROUTE : 3 CALL ORDER : 194 CONTRACT ID : R -25448-A COUNTIES : DELAWARE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 805-02441 659.000 m | 0.33000 217.47| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0076 805-78100 1.000 EACH| 8281.74000 8281.74| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0077 805-78205 8.000 EACH| 342.91000 2743.28| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0078 805-78415 4.000 EACH| 1136.93000 4547.72| | SPAN, CATENARY, AND TETHER | | | 0079 805-78420 4.000 EACH| 213.74000 854.96| | DISCONNECT HANGER | | | 0080 805-78445 1.000 EACH| 310.42000 310.42| | SIGNAL SERVICE | | | 0081 805-78467 11.000 m | 7.78000 85.58| | SIGNAL CABLE, 3C 8GA. | | | 0082 805-78485 65.000 m | 8.30000 539.50| | SIGNAL CABLE, 5C 14GA. | | | 0083 805-78490 128.000 m | 8.23000 1053.44| | SIGNAL CABLE, 7C 14GA. | | | 0084 805-78510 594.000 m | 3.51000 2084.94| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0085 805-78785 6.000 EACH| 734.99000 4409.94| | SIGNAL DETECTOR HOUSING | | | 0086 805-78795 206.000 m | 25.07000 5164.42| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0087 805-78925 1.000 EACH| 947.56000 947.56| | CONTROLLER CABINET FOUNDATION, P1 | | | 0088 805-81032 4.000 EACH| 2167.94000 8671.76| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0089 805-92504 5.000 EACH| 166.51000 832.55| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0090 805-96014 1482.000 m | 5.92000 8773.44| | SAW CUT, FULL DEPTH | | | 0091 808-06703 827.400 m | 0.92000 761.21| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0092 808-75245 1893.000 m | 0.92000 1741.56| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0093 808-75278 125.300 m | 6.60000 826.98| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 194 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 905,407.63 ROUTE : 3 CALL ORDER : 194 CONTRACT ID : R -25448-A COUNTIES : DELAWARE LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 808-75297 28.400 m | 10.50000 298.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0095 808-75320 4.000 EACH| 50.00000 200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0096 808-75325 2.000 EACH| 62.00000 124.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0097 801-06207 4390.000 m | 3.45000 15145.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0098 802-05701 20.400 m | 33.79000 689.32| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0099 715-98976 1.000 EACH| 4688.90000 4688.90| | GRATED BOX END SECTION, II, 6:1, 600 mm | | | SECTION TOTALS | $ 918,439.96| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 918,439.96| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 198 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,849.11 ROUTE : 24 CALL ORDER : 198 CONTRACT ID : R -25481-A COUNTIES : ALLEN LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9924007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 540,400.81 100.0000% 2 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 577,975.08 106.9530% 3 35-1139301 E & B PAVING, INC. $ 599,367.60 110.9116% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEIGH IN MOTION SYSTEM | | | 0001 105-01925 5.000 MOS | 1000.00000 5000.00| 1500.00000 7500.00| 988.00000 4940.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5500.00000 5500.00| 2500.00000 2500.00| 6522.00000 6522.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27000.00000 27000.00| 28200.00000 28200.00| 29000.00000 29000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5400.00000 5400.00| 4000.00000 4000.00| 4660.21000 4660.21 CLEARING RIGHT OF WAY | | | 0005 202-60820 216.000 m2 | 10.00000 2160.00| 10.00000 2160.00| 12.05000 2602.80 SURFACE MILLING, ASPHALT | | | 0006 203-02080 0.810 km | 45000.00000 36450.00| 84000.00000 68040.00| 52015.00000 42132.15 LINEAR GRADING | | | 0007 205-02224 958.000 m | 5.55000 5316.90| 5.55000 5316.90| 5.50000 5269.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02231 268.000 m | 8.00000 2144.00| 20.00000 5360.00| 10.00000 2680.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0009 303-04095 73.000 Mg | 20.02000 1461.46| 25.00000 1825.00| 17.66000 1289.18 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 303-52308 1591.000 Mg | 11.00000 17501.00| 13.75000 21876.25| 17.66000 28097.06 COMPACTED AGGREGATE, O, 53 | | | 0011 305-05204 100.000 Mg | 60.00000 6000.00| 55.00000 5500.00| 55.00000 5500.00 HMA FOR PATCHING | | | 0012 401-05467 350.000 m | 8.00000 2800.00| 8.50000 2975.00| 9.00000 3150.00 MILLED HMA CORRUGATIONS | | | 0013 402-05468 2994.000 Mg | 26.00000 77844.00| 30.00000 89820.00| 26.86000 80418.84 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 198 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,849.11 ROUTE : 24 CALL ORDER : 198 CONTRACT ID : R -25481-A COUNTIES : ALLEN LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05477 341.000 Mg | 50.00000 17050.00| 43.00000 14663.00| 45.75000 15600.75 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 405-05518 3382.000 m2 | 0.47000 1589.54| 0.40000 1352.80| 0.87000 2942.34 ASPHALT FOR PRIME COAT | | | 0016 406-05520 4.000 Mg | 217.00000 868.00| 200.00000 800.00| 148.14000 592.56 ASPHALT FOR TACK COAT | | | 0017 502-06331 1460.000 m2 | 55.00000 80300.00| 46.95000 68547.00| 59.15000 86359.00 PCCP, 350 mm | | | 0018 503-05240 270.000 m | 20.00000 5400.00| 29.05000 7843.50| 26.73000 7217.10 D-1 CONTRACTION JOINT | | | 0019 610-05527 93.000 Mg | 44.00000 4092.00| 40.00000 3720.00| 50.75000 4719.75 HMA FOR APPROACHES | | | 0020 621-01004 3.000 EACH| 850.00000 2550.00| 850.00000 2550.00| 850.00000 2550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06559 4776.000 m2 | 0.55000 2626.80| 0.55000 2626.80| 0.55000 2626.80 MULCHED SEEDING, R | | | 0022 801-06207 120.000 m | 3.78000 453.60| 3.78000 453.60| 3.78000 453.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0023 801-06218 14.400 m | 17.19000 247.54| 17.20000 247.68| 17.19000 247.54 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0024 801-06606 4.000 EACH| 65.00000 260.00| 65.00000 260.00| 65.00000 260.00 BARRICADE, IIIB | | | 0025 801-06640 24.000 EACH| 83.00000 1992.00| 83.00000 1992.00| 83.00000 1992.00 CONSTRUCTION SIGN, A | | | 0026 801-06645 4.000 EACH| 24.00000 96.00| 24.00000 96.00| 24.00000 96.00 CONSTRUCTION SIGN, B | | | 0027 801-06775 LUMP| 5000.00000 5000.00| 4300.00000 4300.00| 34000.00000 34000.00 MAINTAINING TRAFFIC | | | 0028 801-09133 2.000 EACH| 4075.00000 8150.00| 4300.00000 8600.00| 4300.00000 8600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0029 801-53072 LUMP| 13000.00000 13000.00| 13000.00000 13000.00| 13000.00000 13000.00 TEMPORARY TRAFFIC SIGNAL | | | 0030 802-05702 88.800 m | 27.70000 2459.76| 27.70000 2459.76| 27.70000 2459.76 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0031 802-76035 15.840 m2 | 90.40000 1431.94| 90.50000 1433.52| 90.46000 1432.89 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 198 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,849.11 ROUTE : 24 CALL ORDER : 198 CONTRACT ID : R -25481-A COUNTIES : ALLEN LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 805-06915 LUMP| 195300.00000 195300.00| 195000.00000 195000.00| 195000.00000 195000.00 WIM STATION, 2 LANE SLC | | | 0033 808-06705 680.000 m | 2.00000 1360.00| 2.00000 1360.00| 2.00000 1360.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0034 808-06712 68.000 m | 0.40000 27.20| 0.40000 27.20| 0.40000 27.20 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0035 808-06713 1018.000 m | 0.40000 407.20| 0.40000 407.20| 0.40000 407.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0036 808-06716 60.000 m | 1.06000 63.60| 1.06000 63.60| 1.06000 63.60 LINE, REMOVE | | | 0037 808-75272 81.000 m | 12.35000 1000.35| 12.35000 1000.35| 12.35000 1000.35 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0038 808-75297 7.200 m | 13.60000 97.92| 13.60000 97.92| 13.60000 97.92 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 540,400.81| $ 577,975.08| $ 599,367.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 540,400.81| $ 577,975.08| $ 599,367.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 208 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 89,300.28 ROUTE : I-465 CALL ORDER : 208 CONTRACT ID : R -25545-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 46540JN SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1714030 MILES EXCAVATING, INC. $ 45,663.70 100.0000% 2 35-1874009 HAUER EXCAVATING $ 54,927.15 120.2862% 3 35-1817574 YARDBERRY LANDSCAPE $ 61,605.00 134.9102% 4 35-1991044 JOHNSON COMPANY, INC. CONDITIONAL BID $ 73,453.50 160.8575% 5 35-1815287 DENNEY EXCAVATING INC. $ 87,756.00 192.1789% 6 35-1958578 FEENEY, V., INC. $ 99,074.90 216.9664% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 100,596.68 220.2990% ==================================================================================================================================== |(1) 35-1714030 |(2) 35-1874009 |(3) 35-1817574 |MILES EXCAVATING, INC. |HAUER EXCAVATING |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 110-01001 LUMP| 1200.00000 1200.00| 2000.00000 2000.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 4200.00000 4200.00| 5533.33000 5533.33| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0003 202-03000 LUMP| 4100.00000 4100.00| 5533.33000 5533.33| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0004 202-03000 LUMP| 3700.00000 3700.00| 5533.33000 5533.33| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0005 202-03000 LUMP| 3700.00000 3700.00| 5533.33000 5533.33| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 13 | | | 0006 202-03000 LUMP| 4100.00000 4100.00| 5533.33000 5533.33| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0007 202-03000 LUMP| 5200.00000 5200.00| 5533.33000 5533.33| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0008 202-03000 LUMP| 3700.00000 3700.00| 5533.33000 5533.33| 5500.00000 5500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0009 202-03000 LUMP| 4100.00000 4100.00| 5533.33000 5533.33| 5500.00000 5500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 208 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 89,300.28 ROUTE : I-465 CALL ORDER : 208 CONTRACT ID : R -25545-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1714030 |(2) 35-1874009 |(3) 35-1817574 |MILES EXCAVATING, INC. |HAUER EXCAVATING |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 202-03000 LUMP| 3700.00000 3700.00| 5533.33000 5533.33| 5500.00000 5500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0011 621-01004 1.000 EACH| 480.00000 480.00| 550.00000 550.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0012 621-06545 1.810 Mg | 570.00000 1031.70| 277.78000 502.78| 500.00000 905.00 FERTILIZER | | | 0013 621-06554 380.000 kg | 4.90000 1862.00| 2.83000 1075.40| 5.00000 1900.00 SEED MIXTURE, U | | | 0014 621-06565 9.000 Mg | 510.00000 4590.00| 111.00000 999.00| 400.00000 3600.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 45,663.70| $ 54,927.15| $ 61,605.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 45,663.70| $ 54,927.15| $ 61,605.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 208 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 89,300.28 ROUTE : I-465 CALL ORDER : 208 CONTRACT ID : R -25545-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1991044 |(5) 35-1815287 |(6) 35-1958578 |JOHNSON COMPANY, INC. |DENNEY EXCAVATING INC. |FEENEY, V., 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 110-01001 LUMP| 15500.00000 15500.00| 500.00000 500.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 6590.00000 6590.00| 8500.00000 8500.00| 9588.00000 9588.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0003 202-03000 LUMP| 5245.00000 5245.00| 8500.00000 8500.00| 9588.00000 9588.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0004 202-03000 LUMP| 6335.00000 6335.00| 8500.00000 8500.00| 9588.00000 9588.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0005 202-03000 LUMP| 5215.00000 5215.00| 8500.00000 8500.00| 9588.00000 9588.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 13 | | | 0006 202-03000 LUMP| 5435.00000 5435.00| 8500.00000 8500.00| 9588.00000 9588.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0007 202-03000 LUMP| 5175.00000 5175.00| 8500.00000 8500.00| 9588.00000 9588.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0008 202-03000 LUMP| 7710.00000 7710.00| 8500.00000 8500.00| 9588.00000 9588.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0009 202-03000 LUMP| 5155.00000 5155.00| 8500.00000 8500.00| 9588.00000 9588.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0010 202-03000 LUMP| 6590.00000 6590.00| 8500.00000 8500.00| 9588.00000 9588.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0011 621-01004 1.000 EACH| 1000.00000 1000.00| 400.00000 400.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0012 621-06545 1.810 Mg | 350.00000 633.50| 600.00000 1086.00| 590.00000 1067.90 FERTILIZER | | | 0013 621-06554 380.000 kg | 4.00000 1520.00| 9.00000 3420.00| 9.25000 3515.00 SEED MIXTURE, U | | | 0014 621-06565 9.000 Mg | 150.00000 1350.00| 650.00000 5850.00| 500.00000 4500.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 73,453.50| $ 87,756.00| $ 99,074.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 73,453.50| $ 87,756.00| $ 99,074.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 208 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 89,300.28 ROUTE : I-465 CALL ORDER : 208 CONTRACT ID : R -25545-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 | | |BEATY CONSTRUCTION, 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 110-01001 LUMP| 4510.68000 4510.68| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 9500.00000 9500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0003 202-03000 LUMP| 9500.00000 9500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0004 202-03000 LUMP| 9500.00000 9500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0005 202-03000 LUMP| 9500.00000 9500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 13 | | | 0006 202-03000 LUMP| 9500.00000 9500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0007 202-03000 LUMP| 9500.00000 9500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0008 202-03000 LUMP| 9500.00000 9500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0009 202-03000 LUMP| 9500.00000 9500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0010 202-03000 LUMP| 9500.00000 9500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0011 621-01004 1.000 EACH| 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0012 621-06545 1.810 Mg | 600.00000 1086.00| | FERTILIZER | | | 0013 621-06554 380.000 kg | 10.00000 3800.00| | SEED MIXTURE, U | | | 0014 621-06565 9.000 Mg | 550.00000 4950.00| | MULCHING MATERIAL | | | SECTION TOTALS | $ 100,596.68| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 100,596.68| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 212 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,387.06 ROUTE : 41 CALL ORDER : 212 CONTRACT ID : R -25549-A COUNTIES : VIGO LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 291100A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1127746 S & G EXCAVATING INC REJECTED $ 17,088.50 100.0000% 2 35-1874009 HAUER EXCAVATING AWARDED $ 17,996.85 105.3155% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 19,918.00 116.5579% 4 35-1817574 YARDBERRY LANDSCAPE $ 28,932.50 169.3097% ==================================================================================================================================== |(1) 35-1127746 |(2) 35-1874009 |(3) 35-2070195 |S & G EXCAVATING INC |HAUER EXCAVATING |ALPHA EXCAVATING & LANDSCAPI 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| 13850.00000 13850.00| 15600.00000 15600.00| 17700.00000 17700.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 3 | | | 0002 202-03135 1.390 m2 | 150.00000 208.50| 863.31000 1200.00| 200.00000 278.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0003 621-01004 1.000 EACH| 700.00000 700.00| 550.00000 550.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.450 Mg | 700.00000 315.00| 285.00000 128.25| 500.00000 225.00 FERTILIZER | | | 0005 621-06554 95.000 kg | 7.00000 665.00| 2.83000 268.85| 7.00000 665.00 SEED MIXTURE, U | | | 0006 621-06565 2.250 Mg | 600.00000 1350.00| 111.00000 249.75| 200.00000 450.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 17,088.50| $ 17,996.85| $ 19,918.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,088.50| $ 17,996.85| $ 19,918.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 212 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,387.06 ROUTE : 41 CALL ORDER : 212 CONTRACT ID : R -25549-A COUNTIES : VIGO LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 | | |YARDBERRY LANDSCAPE | | 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| 26000.00000 26000.00| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 3 | | | 0002 202-03135 1.390 m2 | 250.00000 347.50| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0003 621-01004 1.000 EACH| 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.450 Mg | 600.00000 270.00| | FERTILIZER | | | 0005 621-06554 95.000 kg | 7.00000 665.00| | SEED MIXTURE, U | | | 0006 621-06565 2.250 Mg | 400.00000 900.00| | MULCHING MATERIAL | | | SECTION TOTALS | $ 28,932.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 28,932.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 214 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,501,914.34 ROUTE : US 50 CALL ORDER : 214 CONTRACT ID : R -25553-A COUNTIES : DEARBORN LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/17/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0440000 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,446,740.00 100.0000% 2 35-1057871 SMOCK FANSLER CORPORATION $ 1,598,252.50 110.4726% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,962,695.55 135.6633% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1057871 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |SMOCK FANSLER CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PEDESTRIAN TUNNEL | | | 0001 105-06790 5.000 MOS | 1500.00000 7500.00| 1500.00000 7500.00| 1400.00000 7000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 31000.00000 31000.00| 26000.00000 26000.00| 34000.00000 34000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 71699.00000 71699.00| 71000.00000 71000.00| 98000.00000 98000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 49799.00000 49799.00| 19000.00000 19000.00| 39000.00000 39000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 528.000 SYS | 20.53000 10839.84| 7.00000 3696.00| 19.00000 10032.00 PAVEMENT, REMOVE | | | 0006 202-02241 367.000 LFT | 4.20000 1541.40| 4.00000 1468.00| 8.00000 2936.00 GUARDRAIL, REMOVE | | | 0007 202-02255 13.000 EACH| 197.89000 2572.57| 500.00000 6500.00| 800.00000 10400.00 TREE, 18 IN., REMOVE | | | 0008 202-02271 1.000 EACH| 415.56000 415.56| 400.00000 400.00| 575.00000 575.00 HEADWALL, REMOVE | | | 0009 202-02278 698.000 LFT | 12.90000 9004.20| 6.00000 4188.00| 3.00000 2094.00 CURB, CONCRETE, REMOVE | | | 0010 202-52710 135.000 SYS | 19.06000 2573.10| 10.00000 1350.00| 9.00000 1215.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60820 516.000 SYS | 9.89000 5103.24| 12.00000 6192.00| 8.00000 4128.00 SURFACE MILLING, ASPHALT | | | 0012 202-91385 6.000 EACH| 723.45000 4340.70| 200.00000 1200.00| 550.00000 3300.00 INLET, REMOVE | | | 0013 202-94747 4.000 EACH| 346.02000 1384.08| 150.00000 600.00| 175.00000 700.00 POST, REMOVE | | | 0014 202-96022 1.000 EACH| 1082.40000 1082.40| 350.00000 350.00| 1000.00000 1000.00 CONCRETE FOUNDATION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 214 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,501,914.34 ROUTE : US 50 CALL ORDER : 214 CONTRACT ID : R -25553-A COUNTIES : DEARBORN LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1057871 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |SMOCK FANSLER CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-96133 176.000 LFT | 24.66000 4340.16| 6.00000 1056.00| 16.00000 2816.00 PIPE, REMOVE | | | 0016 202-98370 3.000 EACH| 950.42000 2851.26| 300.00000 900.00| 975.00000 2925.00 POLE, REMOVE | | | 0017 203-02000 2763.000 CYS | 6.51000 17987.13| 22.00000 60786.00| 23.00000 63549.00 EXCAVATION, COMMON | | | 0018 205-06789 500.000 LFT | 3.15000 1575.00| 2.00000 1000.00| 2.00000 1000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SILT FENCE DITCH CHECK | | | 0019 210-06389 1.000 TON | 27825.00000 27825.00| 26000.00000 26000.00| 11700.00000 11700.00 LIMESTONE (BULLNOSE TRIM) | | | 0020 210-06389 2.000 TON | 14595.00000 29190.00| 19000.00000 38000.00| 11700.00000 23400.00 LIMESTONE (PIER CAPS) | | | 0021 210-06389 6.000 TON | 7207.20000 43243.20| 8600.00000 51600.00| 11700.00000 70200.00 LIMESTONE (WALL COPING) | | | 0022 211-02060 552.800 CYS | 29.85000 16501.08| 18.00000 9950.40| 40.00000 22112.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 213-52830 277.000 CYS | 50.86000 14088.22| 94.00000 26038.00| 115.00000 31855.00 FLOWABLE MORTAR | | | 0024 303-52308 709.000 TON | 20.50000 14534.50| 19.00000 13471.00| 18.00000 12762.00 COMPACTED AGGREGATE, O, 53 | | | 0025 402-05468 500.000 TON | 47.64000 23820.00| 49.00000 24500.00| 59.00000 29500.00 HMA BASE 25.0 mm, MAINLINE | | | 0026 402-05470 172.000 TON | 55.07000 9472.04| 56.00000 9632.00| 69.00000 11868.00 HMA BASE C25.0 mm, MAINLINE | | | 0027 402-05474 209.000 TON | 65.02000 13589.18| 65.00000 13585.00| 73.00000 15257.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0028 402-05477 116.000 TON | 117.19000 13594.04| 118.00000 13688.00| 95.00000 11020.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0029 405-05518 1489.000 SYS | 1.23000 1831.47| 1.25000 1861.25| 2.00000 2978.00 ASPHALT FOR PRIME COAT | | | 0030 406-05521 6991.000 SYS | 0.20000 1398.20| 0.25000 1747.75| 1.00000 6991.00 ASPHALT FOR TACK COAT | | | 0031 502-06929 45.000 SYS | 103.52000 4658.40| 160.00000 7200.00| 184.00000 8280.00 PCCP, 16 IN. | | | 0032 503-05240 23.000 LFT | 121.19000 2787.37| 15.00000 345.00| 34.00000 782.00 D-1 CONTRACTION JOINT | | | 0033 601-02636 62.500 LFT | 24.15000 1509.38| 25.00000 1562.50| 31.00000 1937.50 GUARDRAIL, W BEAM, NESTED | | | 0034 601-04746 1.000 EACH| 9030.00000 9030.00| 9116.00000 9116.00| 9700.00000 9700.00 ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 214 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,501,914.34 ROUTE : US 50 CALL ORDER : 214 CONTRACT ID : R -25553-A COUNTIES : DEARBORN LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1057871 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |SMOCK FANSLER CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-94689 2.000 EACH| 2493.75000 4987.50| 2518.00000 5036.00| 3100.00000 6200.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-97774 1.000 EACH| 1212.75000 1212.75| 1224.00000 1224.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0037 601-99105 387.500 LFT | 12.34000 4781.75| 13.00000 5037.50| 20.00000 7750.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 602-06639 390.000 LFT | 61.00000 23790.00| 35.00000 13650.00| 42.00000 16380.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0039 604-04604 100.000 SYS | 284.55000 28455.00| 225.00000 22500.00| 245.00000 24500.00 BRICK MASONRY | | | 0040 604-06367 350.000 LFT | 2.10000 735.00| 10.00000 3500.00| 2.00000 700.00 JOINT MATERIAL (PREFORMED) | | | 0041 604-91531 945.000 SYS | 46.20000 43659.00| 134.00000 126630.00| 69.00000 65205.00 SIDEWALK, CONCRETE, 4 IN. (COLORED) | | | 0042 605-06090 37.000 LFT | 15.75000 582.75| 25.00000 925.00| 20.00000 740.00 CURB, INTEGRAL, CONCRETE | | | 0043 605-06120 2158.000 LFT | 17.64000 38067.12| 21.00000 45318.00| 17.00000 36686.00 CURB, CONCRETE | | | 0044 611-05330 103.000 SYS | 33.60000 3460.80| 45.00000 4635.00| 63.00000 6489.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0045 615-06496 10.000 EACH| 300.00000 3000.00| 60.00000 600.00| 60.00000 600.00 PARKING BARRIER | | | 0046 616-04918 41.000 SYS | 822.15000 33708.15| 3300.00000 135300.00| 3975.00000 162975.00 LIMESTONE | | | 0047 621-01004 1.000 EACH| 682.50000 682.50| 700.00000 700.00| 725.00000 725.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-02770 1400.000 SYS | 2.27000 3178.00| 4.00000 5600.00| 3.75000 5250.00 EROSION CONTROL BLANKET | | | 0049 621-06559 3800.000 SYS | 0.50000 1900.00| 0.65000 2470.00| 0.75000 2850.00 MULCHED SEEDING, R | | | 0050 621-06570 799.000 CYS | 27.60000 22052.40| 28.00000 22372.00| 27.00000 21573.00 TOP SOIL | | | 0051 622-02564 LUMP| 5765.38000 5765.38| 750.00000 750.00| 4400.00000 4400.00 LANDSCAPING | | | 0052 622-05639 152.000 EACH| 33.75000 5130.00| 67.00000 10184.00| 72.00000 10944.00 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0053 622-05650 12.000 EACH| 319.28000 3831.36| 320.00000 3840.00| 330.00000 3960.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 214 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,501,914.34 ROUTE : US 50 CALL ORDER : 214 CONTRACT ID : R -25553-A COUNTIES : DEARBORN LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1057871 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |SMOCK FANSLER CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 622-05651 12.000 EACH| 426.65000 5119.80| 650.00000 7800.00| 685.00000 8220.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0055 622-05653 75.000 EACH| 32.93000 2469.75| 20.00000 1500.00| 19.00000 1425.00 PLANT, GROUND COVER (PURPLE FOUNTAIN | | | GRASS) | | | 0056 622-05654 460.000 EACH| 9.85000 4531.00| 10.00000 4600.00| 10.00000 4600.00 PLANT, PERENNIAL | | | 0057 702-51005 28.000 CYS | 985.00000 27580.00| 400.00000 11200.00| 575.00000 16100.00 CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51015 223.000 CYS | 400.00000 89200.00| 375.00000 83625.00| 275.00000 61325.00 CONCRETE, B, FOOTINGS | | | 0059 703-51030 18820.000 LBS | 1.10000 20702.00| 1.00000 18820.00| 1.00000 18820.00 REINFORCING STEEL | | | 0060 708-51814 85.000 SFT | 7.64000 649.40| 32.00000 2720.00| 1.00000 85.00 WELDED STEEL WIRE FABRIC | | | 0061 709-51821 LUMP| 3360.00000 3360.00| 3500.00000 3500.00| 3500.00000 3500.00 SURFACE SEAL | | | 0062 709-96826 LUMP| 22908.62000 22908.62| 12000.00000 12000.00| 10800.00000 10800.00 CONCRETE SURFACE COATING | | | 0063 714-03437 978.000 SFT | 65.00000 63570.00| 112.00000 109536.00| 85.00000 83130.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0064 714-05876 80.000 LFT | 1500.00000 120000.00| 1872.00000 149760.00| 5700.00000 456000.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 12 FT X 8 FT | | | 0065 715-01902 45.000 LFT | 22.05000 992.25| 12.00000 540.00| 27.00000 1215.00 WATER SERVICE LINE, 2 IN. | | | 0066 715-05048 277.000 LFT | 15.00000 4155.00| 10.00000 2770.00| 8.00000 2216.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0067 715-05053 68.000 LFT | 30.29000 2059.72| 8.00000 544.00| 15.00000 1020.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0068 715-05118 188.000 LFT | 32.47000 6104.36| 40.00000 7520.00| 37.00000 6956.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0069 715-05119 14.000 LFT | 95.23000 1333.22| 45.00000 630.00| 47.00000 658.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0070 715-05147 68.000 LFT | 24.59000 1672.12| 38.00000 2584.00| 35.00000 2380.00 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0071 715-05149 190.000 LFT | 28.14000 5346.60| 40.00000 7600.00| 37.00000 7030.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0072 715-05151 33.000 LFT | 53.34000 1760.22| 45.00000 1485.00| 47.00000 1551.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 214 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,501,914.34 ROUTE : US 50 CALL ORDER : 214 CONTRACT ID : R -25553-A COUNTIES : DEARBORN LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1057871 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |SMOCK FANSLER CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-44276 260.000 LFT | 11.69000 3039.40| 7.00000 1820.00| 12.00000 3120.00 PIPE, PVC, PERF., 4 IN. | | | 0074 715-96630 1.000 EACH| 840.00000 840.00| 800.00000 800.00| 13500.00000 13500.00 METER BOX AND LID | | | 0075 715-97122 200.000 LFT | 6.30000 1260.00| 10.00000 2000.00| 5.00000 1000.00 PIPE, PVC, 2 IN. | | | 0076 718-06528 4.000 EACH| 467.17000 1868.68| 700.00000 2800.00| 550.00000 2200.00 OUTLET PROTECTOR, 1 | | | 0077 718-52610 25.000 CYS | 55.28000 1382.00| 25.00000 625.00| 55.00000 1375.00 AGGREGATE FOR UNDERDRAINS | | | 0078 718-99153 354.000 SYS | 3.84000 1359.36| 3.00000 1062.00| 3.00000 1062.00 GEOTEXTILES FOR UNDERDRAIN | | | 0079 720-02485 2.000 EACH| 4500.00000 9000.00| 3500.00000 7000.00| 1350.00000 2700.00 TRENCH DRAIN | | | 0080 720-04666 2.000 EACH| 1800.32000 3600.64| 800.00000 1600.00| 950.00000 1900.00 CATCH BASIN | | | 0081 720-44296 2.000 EACH| 643.78000 1287.56| 750.00000 1500.00| 375.00000 750.00 CAP INLET | | | 0082 720-45005 1.000 EACH| 2160.61000 2160.61| 1100.00000 1100.00| 1025.00000 1025.00 INLET, A2 | | | 0083 720-45015 1.000 EACH| 2157.93000 2157.93| 1050.00000 1050.00| 1000.00000 1000.00 INLET, A8 | | | 0084 720-45055 1.000 EACH| 2411.35000 2411.35| 1200.00000 1200.00| 1275.00000 1275.00 INLET, M10 | | | 0085 720-45410 4.000 EACH| 2637.93000 10551.72| 1200.00000 4800.00| 1900.00000 7600.00 MANHOLE, C4 | | | 0086 720-90984 2.000 EACH| 2682.18000 5364.36| 1500.00000 3000.00| 1850.00000 3700.00 MANHOLE, C2 | | | 0087 720-94432 1.000 EACH| 2458.27000 2458.27| 1400.00000 1400.00| 1650.00000 1650.00 MANHOLE, C7 | | | 0088 720-96356 1.000 EACH| 1970.23000 1970.23| 900.00000 900.00| 950.00000 950.00 INLET, A7 | | | 0089 722-01807 293.000 SYS | 70.00000 20510.00| 55.00000 16115.00| 20.00000 5860.00 MEMBRANE WATERPROOFING | | | 0090 722-61075 250.000 SYS | 29.92000 7480.00| 12.00000 3000.00| 14.00000 3500.00 SANDBLASTING AND CLEANING | | | 0091 732-02575 1.000 EACH| 5355.00000 5355.00| 3400.00000 3400.00| 1980.00000 1980.00 TAPPING TEE AND VALVE ASSEMBLY, 6 IN. | | | (AUTOMATIC) | | | 0092 732-02575 2.000 EACH| 1680.00000 3360.00| 2800.00000 5600.00| 1980.00000 3960.00 TAPPING TEE AND VALVE ASSEMBLY, 6 IN. | | | (MANUAL) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 214 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,501,914.34 ROUTE : US 50 CALL ORDER : 214 CONTRACT ID : R -25553-A COUNTIES : DEARBORN LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1057871 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |SMOCK FANSLER CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 732-04458 4.000 EACH| 210.00000 840.00| 900.00000 3600.00| 1300.00000 5200.00 QUICK COUPLER WITH BOX | | | 0094 732-94780 1.000 EACH| 787.50000 787.50| 3900.00000 3900.00| 900.00000 900.00 WATER SERVICE CONNECTION | | | 0095 801-06203 4280.000 LFT | 0.13000 556.40| 0.15000 642.00| 0.25000 1070.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0096 801-06539 LUMP| 26250.00000 26250.00| 16000.00000 16000.00| 5000.00000 5000.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0097 801-06605 6.000 EACH| 78.75000 472.50| 80.00000 480.00| 75.00000 450.00 BARRICADE, IIIA | | | 0098 801-06640 17.000 EACH| 63.00000 1071.00| 63.00000 1071.00| 75.00000 1275.00 CONSTRUCTION SIGN, A | | | 0099 801-06645 6.000 EACH| 36.75000 220.50| 40.00000 240.00| 32.00000 192.00 CONSTRUCTION SIGN, B | | | 0100 801-06775 LUMP| 99764.16000 99764.16| 35000.00000 35000.00| 89000.00000 89000.00 MAINTAINING TRAFFIC | | | 0101 801-09133 1.000 EACH| 4725.00000 4725.00| 5500.00000 5500.00| 5300.00000 5300.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0102 802-03896 16.000 EACH| 1175.58000 18809.28| 1300.00000 20800.00| 1250.00000 20000.00 BOLLARD | | | 0103 805-01815 1.000 EACH| 1504.53000 1504.53| 1600.00000 1600.00| 1575.00000 1575.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0104 805-01842 3.000 EACH| 660.98000 1982.94| 700.00000 2100.00| 700.00000 2100.00 HANDHOLE, SIGNAL | | | 0105 805-02728 2500.000 LFT | 8.81000 22025.00| 9.00000 22500.00| 9.00000 22500.00 CONDUIT, PVC, 1 IN. | | | 0106 805-06592 206.000 LFT | 16.25000 3347.50| 16.00000 3296.00| 17.00000 3502.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0107 805-78415 2.000 EACH| 1333.51000 2667.02| 1400.00000 2800.00| 1400.00000 2800.00 SPAN, CATENARY, AND TETHER | | | 0108 805-78420 2.000 EACH| 232.68000 465.36| 230.00000 460.00| 250.00000 500.00 DISCONNECT HANGER | | | 0109 805-78470 1950.000 LFT | 0.51000 994.50| 0.56000 1092.00| 0.50000 975.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0110 805-78485 29.000 LFT | 0.95000 27.55| 1.00000 29.00| 1.50000 43.50 SIGNAL CABLE, 5C 14GA. | | | 0111 805-78490 151.000 LFT | 1.06000 160.06| 1.10000 166.10| 1.50000 226.50 SIGNAL CABLE, 7C 14GA. | | | 0112 805-78510 1275.000 LFT | 0.85000 1083.75| 1.00000 1275.00| 1.50000 1912.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 214 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,501,914.34 ROUTE : US 50 CALL ORDER : 214 CONTRACT ID : R -25553-A COUNTIES : DEARBORN LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1057871 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |SMOCK FANSLER CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 805-78785 2.000 EACH| 635.85000 1271.70| 650.00000 1300.00| 750.00000 1500.00 SIGNAL DETECTOR HOUSING | | | 0114 805-78795 650.000 LFT | 7.78000 5057.00| 8.00000 5200.00| 8.00000 5200.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0115 805-81060 1.000 EACH| 3069.15000 3069.15| 3500.00000 3500.00| 3200.00000 3200.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0116 805-86900 3.000 EACH| 585.90000 1757.70| 570.00000 1710.00| 650.00000 1950.00 JUNCTION BOX | | | 0117 805-87780 1.000 EACH| 5726.73000 5726.73| 5700.00000 5700.00| 6000.00000 6000.00 CIRCUIT BREAKER | | | 0118 805-90144 1.000 EACH| 210.00000 210.00| 1600.00000 1600.00| 450.00000 450.00 WATER VALVE & VALVE BOX, 2 IN., INSTALL | | | 0119 805-94295 4.000 EACH| 612.37000 2449.48| 600.00000 2400.00| 650.00000 2600.00 SIGNAL HEAD, RELOCATE | | | 0120 805-95568 1450.000 LFT | 9.67000 14021.50| 11.00000 15950.00| 10.00000 14500.00 CONDUIT, PVC, 4 IN. | | | 0121 807-03738 4.000 EACH| 2379.62000 9518.48| 2300.00000 9200.00| 2495.00000 9980.00 LIGHT POLE ASSEMBLY, STREET | | | 0122 807-03964 117.000 LFT | 0.83000 97.11| 1.00000 117.00| 1.00000 117.00 WIRE, NO. 10, URD ELECTRIC | | | 0123 807-04111 27.000 EACH| 1494.89000 40362.03| 1600.00000 43200.00| 1550.00000 41850.00 LUMINAIRE, HIGH PRESSURE SODIUM, 70 WATT| | | 0124 807-04451 4.000 EACH| 1460.56000 5842.24| 1500.00000 6000.00| 1550.00000 6200.00 STEP LIGHT | | | 0125 807-86750 6.000 EACH| 1585.79000 9514.74| 1700.00000 10200.00| 1650.00000 9900.00 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0126 807-95488 1.000 EACH| 1491.85000 1491.85| 1600.00000 1600.00| 1550.00000 1550.00 NEMA 4/5 UNDERPASS OR SIGN CIRCUIT | | | BREAKER, ENCLOSURE | | | 0127 808-05866 5.900 SYS | 3.15000 18.59| 4.00000 23.60| 22.00000 129.80 PAVEMENT MESSAGE MARKING, REMOVE | | | 0128 808-06701 178.000 LFT | 0.37000 65.86| 0.40000 71.20| 0.75000 133.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0129 808-06703 1248.000 LFT | 0.33000 411.84| 0.40000 499.20| 0.75000 936.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0130 808-06713 4000.000 LFT | 0.27000 1080.00| 0.30000 1200.00| 0.75000 3000.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0131 808-06714 200.000 LFT | 0.27000 54.00| 0.30000 60.00| 0.75000 150.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 214 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,501,914.34 ROUTE : US 50 CALL ORDER : 214 CONTRACT ID : R -25553-A COUNTIES : DEARBORN LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1057871 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |SMOCK FANSLER CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 808-06716 5940.000 LFT | 0.53000 3148.20| 0.60000 3564.00| 1.00000 5940.00 LINE, REMOVE | | | 0133 808-75043 77.000 LFT | 0.49000 37.73| 0.55000 42.35| 0.75000 57.75 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0134 808-75245 864.000 LFT | 0.33000 285.12| 0.35000 302.40| 0.75000 648.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0135 808-75297 89.000 LFT | 3.05000 271.45| 3.25000 289.25| 3.50000 311.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0136 808-75320 5.000 EACH| 48.30000 241.50| 49.00000 245.00| 60.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0137 808-75325 3.000 EACH| 60.90000 182.70| 65.00000 195.00| 85.00000 255.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0138 808-99176 68.000 LFT | 3.05000 207.40| 4.00000 272.00| 3.50000 238.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | SECTION TOTALS | $ 1,446,740.00| $ 1,598,252.50| $ 1,962,695.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,446,740.00| $ 1,598,252.50| $ 1,962,695.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 216 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,059,028.26 ROUTE : SR 49 CALL ORDER : 216 CONTRACT ID : R -25555-A COUNTIES : PORTER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : H676005 H676005 H676005 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 12,319,364.87 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 12,421,846.35 100.8318% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-01925 12.000 MOS | 3000.00000 36000.00| 1600.00000 19200.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 7.000 MOS | 200.00000 1400.00| 680.00000 4760.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 40000.00000 40000.00| 75000.00000 75000.00| CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 617674.00000 617674.00| 621000.00000 621000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02240 20776.000 m2 | 9.30000 193216.80| 6.00000 124656.00| PAVEMENT, REMOVE | | | 0006 202-02241 934.000 m | 10.00000 9340.00| 9.00000 8406.00| GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 93000.00000 93000.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0008 202-51328 LUMP| 55000.00000 55000.00| 30000.00000 30000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0009 202-51328 LUMP| 80000.00000 80000.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0010 202-51822 2626.000 m2 | 9.00000 23634.00| 9.70000 25472.20| BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 1178.000 m2 | 6.00000 7068.00| 7.50000 8835.00| SURFACE MILLING, ASPHALT | | | 0012 202-60822 439.000 m2 | 8.00000 3512.00| 13.00000 5707.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 216 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,059,028.26 ROUTE : SR 49 CALL ORDER : 216 CONTRACT ID : R -25555-A COUNTIES : PORTER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-74040 8.000 EACH| 500.00000 4000.00| 458.23000 3665.84| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0014 202-74050 2.000 EACH| 300.00000 600.00| 267.43000 534.86| SIGN, OVERHEAD, REMOVE | | | 0015 202-74095 2.000 EACH| 100.00000 200.00| 89.14000 178.28| BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0016 202-86946 5.000 EACH| 115.00000 575.00| 99.84000 499.20| HANDHOLE, REMOVE | | | 0017 202-95027 1.000 EACH| 1200.00000 1200.00| 1662.79000 1662.79| IMPACT ATTENUATOR, REMOVE | | | 0018 203-02000 7541.000 m3 | 30.00000 226230.00| 14.00000 105574.00| EXCAVATION, COMMON | | | 0019 203-02070 3189.000 m3 | 13.00000 41457.00| 5.00000 15945.00| BORROW | | | 0020 203-02083 189.000 m3 | 25.00000 4725.00| 30.00000 5670.00| SLAG FILL | | | 0021 205-02224 25097.000 m | 2.00000 50194.00| 4.75000 119210.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0022 205-02231 803.000 m | 45.00000 36135.00| 20.00000 16060.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0023 205-02236 31.000 EACH| 65.00000 2015.00| 55.00000 1705.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0024 207-02045 35600.000 m3 | 2.00000 71200.00| 2.00000 71200.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0025 211-02060 220.300 m3 | 30.00000 6609.00| 40.00000 8812.00| B BORROW FOR STRUCTURE BACKFILL | | | 0026 211-06467 70.000 m3 | 38.00000 2660.00| 33.00000 2310.00| AGGREGATE FOR END BENT BACKFILL | | | 0027 303-52308 88135.000 Mg | 10.70000 943044.50| 12.00000 1057620.00| COMPACTED AGGREGATE, O, 53 | | | 0028 305-05204 2052.000 Mg | 51.58000 105842.16| 56.00000 114912.00| HMA FOR PATCHING | | | 0029 305-97019 123050.000 m2 | 2.00000 246100.00| 1.75000 215337.50| RUBBLIZED PCCP | | | 0030 401-05437 86700.800 Mg | 31.00000 2687724.80| 33.50000 2904476.80| QC/QA HMA BASE 25.0 mm, MAINLINE | | | --VOLUMETRIC | | | 0031 401-05455 27894.100 Mg | 33.00000 920505.30| 34.50000 962346.45| QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE --VOLUMETRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 216 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,059,028.26 ROUTE : SR 49 CALL ORDER : 216 CONTRACT ID : R -25555-A COUNTIES : PORTER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 401-05456 12727.700 Mg | 41.00000 521835.70| 42.00000 534563.40| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0033 401-05459 32000.000 Mg | 29.00000 928000.00| 33.50000 1072000.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | --VOLUMETRIC | | | 0034 401-05463 12280.620 Mg | 33.00000 405260.46| 34.00000 417541.08| QC/QA HMA INTERMEDIATE 19.0 mm, | | | SHOULDER --VOLUMETRIC | | | 0035 401-05464 5534.560 Mg | 39.00000 215847.84| 34.50000 190942.32| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | --VOLUMETRIC | | | 0036 401-06264 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0037 405-05517 382.000 Mg | 350.00000 133700.00| 200.00000 76400.00| ASPHALT FOR PRIME COAT | | | 0038 406-05520 220.000 Mg | 175.00000 38500.00| 200.00000 44000.00| ASPHALT FOR TACK COAT | | | 0039 601-01522 13.000 EACH| 1300.00000 16900.00| 1200.00000 15600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0040 601-02205 6.000 EACH| 1300.00000 7800.00| 1200.00000 7200.00| TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0041 601-02206 583.000 m | 32.00000 18656.00| 30.00000 17490.00| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0042 601-04746 8.000 EACH| 6000.00000 48000.00| 5300.00000 42400.00| ENERGY ABSORBING TERMINAL, CZ | | | 0043 601-06246 2.000 EACH| 40000.00000 80000.00| 36300.00000 72600.00| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0044 601-94689 8.000 EACH| 2500.00000 20000.00| 2200.00000 17600.00| GUARDRAIL END TREATMENT, OS | | | 0045 601-97080 6.000 EACH| 2500.00000 15000.00| 2200.00000 13200.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0046 601-97774 1.000 EACH| 900.00000 900.00| 800.00000 800.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0047 601-99105 242.000 m | 35.00000 8470.00| 33.00000 7986.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0048 601-99106 16.000 m | 75.00000 1200.00| 67.00000 1072.00| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0049 601-99108 623.000 m | 50.00000 31150.00| 47.00000 29281.00| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 216 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,059,028.26 ROUTE : SR 49 CALL ORDER : 216 CONTRACT ID : R -25555-A COUNTIES : PORTER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 602-06646 9292.000 m | 75.00000 696900.00| 69.50000 645794.00| TEMPORARY CONCRETE BARRIER | | | 0051 602-06729 24.000 EACH| 3.50000 84.00| 3.60000 86.40| BARRIER DELINEATOR | | | 0052 603-06040 100.000 m | 35.00000 3500.00| 35.50000 3550.00| FENCE, FARM FIELD, 1190 mm | | | 0053 610-05527 22449.200 Mg | 7.50000 168369.00| 5.00000 112246.00| HMA FOR APPROACHES | | | 0054 610-06259 1094.400 m2 | 55.00000 60192.00| 56.20000 61505.28| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0055 611-52817 2.000 EACH| 3500.00000 7000.00| 32000.00000 64000.00| TEMPORARY CROSSOVER, B | | | 0056 615-06505 21.000 EACH| 410.00000 8610.00| 500.00000 10500.00| MONUMENT, B | | | 0057 615-06510 21.000 EACH| 270.00000 5670.00| 400.00000 8400.00| MONUMENT, C | | | 0058 621-01004 2.000 EACH| 850.00000 1700.00| 775.00000 1550.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0059 621-06545 6.000 Mg | 680.00000 4080.00| 624.00000 3744.00| FERTILIZER | | | 0060 621-06553 1260.000 kg | 9.00000 11340.00| 8.36000 10533.60| SEED MIXTURE, R | | | 0061 621-06565 30.000 Mg | 530.00000 15900.00| 480.00000 14400.00| MULCHING MATERIAL | | | 0062 621-06574 7611.000 m2 | 4.00000 30444.00| 3.72000 28312.92| SODDING | | | 0063 702-51005 41.600 m3 | 730.00000 30368.00| 600.00000 24960.00| CONCRETE, A, SUBSTRUCTURE | | | 0064 702-51100 390.000 kg | 8.00000 3120.00| 6.61000 2577.90| DRAIN PIPE, CAST IRON, 150 mm | | | 0065 702-51110 2094.000 kg | 5.75000 12040.50| 6.61000 13841.34| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0066 702-51863 752.000 EACH| 6.00000 4512.00| 6.00000 4512.00| FIELD DRILLED HOLE IN CONCRETE | | | 0067 703-03622 804.000 EACH| 14.30000 11497.20| 14.00000 11256.00| TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0068 703-06028 12704.000 kg | 1.70000 21596.80| 1.47000 18674.88| REINFORCING BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 216 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,059,028.26 ROUTE : SR 49 CALL ORDER : 216 CONTRACT ID : R -25555-A COUNTIES : PORTER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 703-06029 50452.000 kg | 1.90000 95858.80| 1.61000 81227.72| REINFORCING BARS, EPOXY COATED | | | 0070 704-51002 259.600 m3 | 730.00000 189508.00| 550.00000 142780.00| CONCRETE, C, SUPERSTRUCTURE | | | 0071 706-05732 24.000 EACH| 1100.00000 26400.00| 1000.00000 24000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0072 706-51020 29.200 m3 | 760.00000 22192.00| 801.00000 23389.20| CONCRETE, C, RAILING | | | 0073 709-51821 LUMP| 3700.00000 3700.00| 7400.00000 7400.00| SURFACE SEAL , STR. NO. 1 | | | 0074 709-51821 LUMP| 3700.00000 3700.00| 6500.00000 6500.00| SURFACE SEAL , STR. NO. 2 | | | 0075 709-51821 LUMP| 3700.00000 3700.00| 6000.00000 6000.00| SURFACE SEAL , STR. NO. 3 | | | 0076 711-01786 3456.000 EACH| 29.00000 100224.00| 30.00000 103680.00| STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0077 711-51038 LUMP| 50000.00000 50000.00| 75000.00000 75000.00| STRUCTURAL STEEL , STR. NO. 1 | | | 0078 711-51038 LUMP| 31000.00000 31000.00| 50000.00000 50000.00| STRUCTURAL STEEL , STR. NO. 3 | | | 0079 711-51877 LUMP| 13000.00000 13000.00| 20000.00000 20000.00| JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0080 711-51877 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0081 711-51877 LUMP| 13000.00000 13000.00| 20000.00000 20000.00| JACKING AND SUPPORTING BEAMS , STR. NO. | | | 3 | | | 0082 715-05048 25271.800 m | 10.00000 252718.00| 6.58000 166288.44| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0083 715-05053 1826.000 m | 28.00000 51128.00| 37.87000 69150.62| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0084 718-06528 176.000 EACH| 350.00000 61600.00| 400.00000 70400.00| OUTLET PROTECTOR, 1 | | | 0085 718-06532 3000.000 m | 3.20000 9600.00| 1.10000 3300.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0086 718-52610 5890.000 m3 | 24.50000 144305.00| 35.00000 206150.00| AGGREGATE FOR UNDERDRAINS | | | 0087 718-99153 45846.000 m2 | 0.01000 458.46| 0.25000 11461.50| GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 216 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,059,028.26 ROUTE : SR 49 CALL ORDER : 216 CONTRACT ID : R -25555-A COUNTIES : PORTER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 722-51842 3874.000 m2 | 44.00000 170456.00| 40.00000 154960.00| BRIDGE DECK OVERLAY | | | 0089 722-51846 76.400 m3 | 395.00000 30178.00| 395.00000 30178.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0090 722-51852 116.000 m2 | 180.00000 20880.00| 86.00000 9976.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0091 722-60824 3261.000 m2 | 5.50000 17935.50| 1.50000 4891.50| SURFACE MILLING | | | 0092 801-01093 7.000 EACH| 525.00000 3675.00| 1003.95000 7027.65| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0093 801-04308 5.000 EACH| 415.00000 2075.00| 137.74000 688.70| ROAD CLOSURE SIGN ASSEMBLY | | | 0094 801-06207 35897.000 m | 3.10000 111280.70| 2.52000 90460.44| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0095 801-06469 4536.000 m | 5.70000 25855.20| 4.55000 20638.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0096 801-06605 48.000 EACH| 135.00000 6480.00| 105.73000 5075.04| BARRICADE, IIIA | | | 0097 801-06606 8.000 EACH| 175.00000 1400.00| 158.11000 1264.88| BARRICADE, IIIB | | | 0098 801-06625 21.000 EACH| 88.00000 1848.00| 75.66000 1588.86| DETOUR ROUTE MARKER ASSEMBLY | | | 0099 801-06640 90.000 EACH| 88.00000 7920.00| 99.91000 8991.90| CONSTRUCTION SIGN, A | | | 0100 801-06645 41.000 EACH| 22.00000 902.00| 30.07000 1232.87| CONSTRUCTION SIGN, B | | | 0101 801-06710 406.000 DAY | 13.00000 5278.00| 11.64000 4725.84| FLASHING ARROW SIGN | | | 0102 801-06775 LUMP| 40000.00000 40000.00| 70703.80000 70703.80| MAINTAINING TRAFFIC | | | 0103 801-94295 12.000 EACH| 180.00000 2160.00| 165.82000 1989.84| SIGNAL HEAD, RELOCATE | | | 0104 801-97643 1098.000 m | 10.00000 10980.00| 8.68000 9530.64| TEMPORARY BUZZ STRIPS | | | 0105 802-02293 14.000 m3 | 500.00000 7000.00| 465.23000 6513.22| CONCRETE, SIGN FOUNDATION | | | 0106 802-05701 175.000 m | 40.00000 7000.00| 36.12000 6321.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 216 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,059,028.26 ROUTE : SR 49 CALL ORDER : 216 CONTRACT ID : R -25555-A COUNTIES : PORTER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 802-05702 414.000 m | 40.00000 16560.00| 35.84000 14837.76| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0108 802-76010 134.000 m2 | 160.00000 21440.00| 145.20000 19456.80| SIGN,PANEL,ENCLOSED LENS WITH LEGEND | | | 0109 802-76015 143.000 m2 | 170.00000 24310.00| 151.58000 21675.94| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0110 802-76035 7.300 m2 | 125.00000 912.50| 114.88000 838.62| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0111 802-76045 14.000 m2 | 145.00000 2030.00| 130.93000 1833.02| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0112 802-76095 2883.000 kg | 4.50000 12973.50| 4.05000 11676.15| STRUCTURAL STEEL, BREAKAWAY | | | 0113 803-01111 1.000 EACH| 4000.00000 4000.00| 3744.73000 3744.73| MODIFY OVERHEAD BOX TRUSS SIGN STRUCTURE| | | 0114 803-02310 896.000 kg | 2.20000 1971.20| 1.99000 1783.04| REINFORCING STEEL, SIGN FOUNDATION | | | 0115 803-76140 2.000 EACH| 13000.00000 26000.00| 11811.23000 23622.46| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0116 803-76175 8.000 m | 425.00000 3400.00| 385.41000 3083.28| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0117 804-06771 639.000 EACH| 18.00000 11502.00| 16.93000 10818.27| DELINEATOR POST, FLEXIBLE | | | 0118 805-01842 5.000 EACH| 650.00000 3250.00| 614.09000 3070.45| HANDHOLE, SIGNAL | | | 0119 805-78445 2.000 EACH| 540.00000 1080.00| 488.74000 977.48| SIGNAL SERVICE | | | 0120 805-78470 1138.634 m | 1.90000 2163.40| 1.74000 1981.22| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0121 805-78485 133.300 m | 3.50000 466.55| 3.23000 430.56| SIGNAL CABLE, 5C 14GA. | | | 0122 805-78490 244.500 m | 4.00000 978.00| 3.69000 902.21| SIGNAL CABLE, 7C 14GA. | | | 0123 805-78510 1131.179 m | 2.90000 3280.42| 2.65000 2997.62| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0124 805-78784 10.000 EACH| 200.00000 2000.00| 187.51000 1875.10| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 216 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,059,028.26 ROUTE : SR 49 CALL ORDER : 216 CONTRACT ID : R -25555-A COUNTIES : PORTER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0125 805-78785 10.000 EACH| 450.00000 4500.00| 438.63000 4386.30| SIGNAL DETECTOR HOUSING | | | 0126 805-78795 382.317 m | 28.00000 10704.88| 25.69000 9821.72| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0128 808-03631 21551.000 m | 1.65000 35559.15| 0.93000 20042.43| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0129 808-03632 22618.000 m | 1.65000 37319.70| 0.93000 21034.74| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0130 808-05534 646.000 m | 3.30000 2131.80| 2.75000 1776.50| LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0131 808-05535 176.000 m | 30.00000 5280.00| 14.00000 2464.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0132 808-06193 2.000 EACH| 200.00000 400.00| 147.00000 294.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WRONG | | | WAY RAMP ARROW | | | 0133 808-06716 15000.000 m | 0.70000 10500.00| 2.76000 41400.00| LINE, REMOVE | | | 0134 808-74805 158.000 m | 30.00000 4740.00| 14.00000 2212.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0135 808-74811 5042.000 m | 2.00000 10084.00| 6.10000 30756.20| LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0137 808-75998 1239.000 EACH| 22.50000 27877.50| 22.54000 27927.06| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0138 805-06974 LUMP| 82000.00000 82000.00| 78794.65000 78794.65| WIM STATION, 4 LANE PIEZO | | | 0139 808-74807 40.000 EACH| 150.00000 6000.00| 60.00000 2400.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0140 808-74808 12.000 EACH| 200.00000 2400.00| 93.00000 1116.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0141 720-44000 8.000 EACH| 490.00000 3920.00| 254.85000 2038.80| CASTING, ADJUST TO GRADE | | | 0142 202-99187 100.000 m | 17.50000 1750.00| 9.35000 935.00| FENCE, FARM FIELD, REMOVE | | | 0143 202-01447 2.000 EACH| 200.00000 400.00| 190.00000 380.00| GUARDRAIL END TREATMENT DOUBLE FACED, | | | REMOVE | | | 0144 202-93741 11.000 EACH| 200.00000 2200.00| 190.00000 2090.00| GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 216 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,059,028.26 ROUTE : SR 49 CALL ORDER : 216 CONTRACT ID : R -25555-A COUNTIES : PORTER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 619-51860 LUMP| 13500.00000 13500.00| 20000.00000 20000.00| PAINT STEEL BRIDGE, PORTIONS , BR. NO. 1| | | 0146 619-51860 LUMP| 13500.00000 13500.00| 20000.00000 20000.00| PAINT STEEL BRIDGE, PORTIONS , BR. NO. 2| | | 0147 619-51860 LUMP| 13500.00000 13500.00| 20000.00000 20000.00| PAINT STEEL BRIDGE, PORTIONS , BR. NO. 3| | | 0148 619-60999 LUMP| 11000.00000 11000.00| 20000.00000 20000.00| CLEAN STEEL BRIDGE, PARTIAL , BR. NO. 1 | | | 0149 619-60999 LUMP| 11000.00000 11000.00| 20000.00000 20000.00| CLEAN STEEL BRIDGE, PARTIAL , BR. NO. 2 | | | 0150 619-60999 LUMP| 11000.00000 11000.00| 20000.00000 20000.00| CLEAN STEEL BRIDGE, PARTIAL , BR. NO. 3 | | | 0151 619-05926 LUMP| 330.00000 330.00| 2000.00000 2000.00| ENVIRONMENTAL CONTROL , BR. NO. 1 | | | 0152 619-05926 LUMP| 330.00000 330.00| 2000.00000 2000.00| ENVIRONMENTAL CONTROL , BR. NO. 2 | | | 0153 619-05926 LUMP| 330.00000 330.00| 2000.00000 2000.00| ENVIRONMENTAL CONTROL , BR. NO. 3 | | | 0154 805-01843 10.000 EACH| 140.00000 1400.00| 127.66000 1276.60| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0155 805-01844 250.000 m | 35.00000 8750.00| 34.08000 8520.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0156 805-78467 25.000 m | 5.50000 137.50| 5.08000 127.00| SIGNAL CABLE, 3C 8GA. | | | 0157 808-75996 1100.000 EACH| 4.50000 4950.00| 3.00000 3300.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0158 801-09133 2.000 EACH| 8500.00000 17000.00| 6596.00000 13192.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0159 401-05467 39000.000 m | 0.65000 25350.00| 0.51000 19890.00| MILLED HMA CORRUGATIONS | | | 0160 804-04435 320.000 EACH| 2.85000 912.00| 5.35000 1712.00| DELINEATOR POST, REMOVE | | | 0161 202-99383 86.400 m | 25.00000 2160.00| 25.00000 2160.00| TERMINAL JOINT, REMOVE | | | 0162 805-01822 7.000 EACH| 880.00000 6160.00| 795.17000 5566.19| SPAN, CATENARY AND TETHER, INSTALL | | | 0163 801-06203 28485.000 m | 0.25000 7121.25| 0.32000 9115.20| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0164 601-94690 6.000 EACH| 3500.00000 21000.00| 3200.00000 19200.00| GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/01 PAGE : 216 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,059,028.26 ROUTE : SR 49 CALL ORDER : 216 CONTRACT ID : R -25555-A COUNTIES : PORTER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0167 726-95870 76.000 EACH| 160.00000 12160.00| 400.00000 30400.00| BEARING ASSEMBLY | | | 0168 616-02320 362.000 m2 | 2.40000 868.80| 5.00000 1810.00| GEOTEXTILES | | | 0169 305-92470 468.000 m2 | 165.00000 77220.00| 5.00000 2340.00| PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0170 611-52817 1.000 EACH| 3200.00000 3200.00| 32000.00000 32000.00| TEMPORARY CROSSOVER, B | | | 0171 202-93608 2.000 EACH| 3500.00000 7000.00| 2200.00000 4400.00| MEDIAN CROSSOVER, REMOVE | | | SECTION TOTALS | $ 12,319,364.87| $ 12,421,846.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,319,364.87| $ 12,421,846.35| ====================================================================================================================================