INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 100 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 63,834,128.13 ROUTE : 80 CALL ORDER : 100 CONTRACT ID : R -27383-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/15/06 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0801168 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL REJECTED $ 62,837,000.00 100.0000% 2 99-9991132 E & B PAVING CO/SUPERIOR CONSTRUCTION CO/JOINT VENTURE AWARD $ 63,852,000.00 101.6152% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 65,254,101.00 103.8466% ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9991132 |(3) 35-0918397 |WALSH CONSTR CO. OF ILL |E & B PAVING CO/SUPERIOR CON|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 104-05404 LUMP|56978599.00000 56978599.00|57707999.00000 57707999.00|58509800.00000 58509800.00 DESIGN/BUILD | | | 0002 203-02100 285000.000 CYS | 15.00000 4275000.00| 16.00000 4560000.00| 18.10000 5158500.00 EXCAVATION, PEAT | | | 0003 702-06850 12.000 EACH| 700.00000 8400.00| 750.00000 9000.00| 900.00000 10800.00 SOUND BARRIER | | | 0004 108-08222 1575000.000 DOL | 1.00000 1575000.00| 1.00000 1575000.00| 1.00000 1575000.00 INCENTIVE/DISINCENTIVE | | | 0005 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | SECTION TOTALS | $ 62,837,000.00| $ 63,852,000.00| $ 65,254,101.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 62,837,000.00| $ 63,852,000.00| $ 65,254,101.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,675,982.55 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25395-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 250 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0122010 0122010 0122010 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 17,604,774.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 17,993,557.47 102.2083% 3 35-1139301 E & B PAVING, INC. $ 20,892,931.72 118.6776% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 240000.00000 240000.00| 389899.63000 389899.63| 493630.75000 493630.75 CONSTRUCTION ENGINEERING | | | 0002 105-07040 26.000 MOS | 1900.00000 49400.00| 2230.76900 57999.99| 2035.43000 52921.18 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 887000.00000 887000.00| 897968.00000 897968.00| 946617.11000 946617.11 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 90000.00000 90000.00| 210526.32000 210526.32| 369000.00000 369000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 74617.000 m2 | 3.25000 242505.25| 4.11800 307272.81| 7.07000 527542.19 PAVEMENT REMOVAL | | | 0006 202-02241 5570.000 m | 6.00000 33420.00| 6.42100 35764.97| 9.49000 52859.30 GUARDRAIL, REMOVE | | | 0007 202-02273 2016.000 m2 | 8.00000 16128.00| 6.79800 13704.77| 12.00000 24192.00 CENTER CURB, CONCRETE, REMOVE | | | 0008 202-02277 18.000 m | 16.00000 288.00| 43.60100 784.82| 15.00000 270.00 GUTTER, LIP, REMOVE | | | 0009 202-02844 6.000 EACH| 696.00000 4176.00| 732.63200 4395.79| 709.92000 4259.52 SIGN STRUCTURE, OVERHEAD, MONOTUBE, | | | REMOVE | | | 0010 202-03783 15.000 EACH| 8.00000 120.00| 21.05300 315.80| 20.40000 306.00 SIGN, PANEL, REMOVE | | | 0011 202-04089 25.000 EACH| 1.60000 40.00| 21.05300 526.33| 20.40000 510.00 SIGN, SHEET, REMOVE | | | 0012 202-51328 LUMP| 90000.00000 90000.00| 130526.32000 130526.32| 170000.00000 170000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20675982.55 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25395-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-51328 LUMP| 75000.00000 75000.00| 118947.37000 118947.37| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0014 202-51328 LUMP| 150000.00000 150000.00| 226315.79000 226315.79| 310000.00000 310000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0015 202-51328 LUMP| 65000.00000 65000.00| 64210.53000 64210.53| 90000.00000 90000.00 PRESENT STRUCTURE, REMOVE PORTIONS ,STR.| | | NO. 4 | | | 0016 202-51330 LUMP| 50000.00000 50000.00| 80000.00000 80000.00| 110000.00000 110000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 5 | | | 0017 202-51368 47.800 m2 | 70.00000 3346.00| 25.26300 1207.57| 40.00000 1912.00 SLOPEWALL, REMOVE | | | 0018 202-74045 51.000 EACH| 25.00000 1275.00| 26.31600 1342.12| 25.50000 1300.50 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0019 202-91385 14.000 EACH| 400.00000 5600.00| 800.52600 11207.36| 270.00000 3780.00 INLET, REMOVE | | | 0020 202-96133 60.000 m | 50.00000 3000.00| 73.89500 4433.70| 110.00000 6600.00 PIPE, REMOVE | | | 0021 202-96151 LUMP| 4400.00000 4400.00| 4631.58000 4631.58| 4488.00000 4488.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0022 203-02000 61878.000 m3 | 10.00000 618780.00| 8.58600 531284.51| 19.75000 1222090.50 EXCAVATION, COMMON | | | 0023 203-02070 3024.000 m3 | 0.01000 30.24| 15.44400 46702.66| 15.00000 45360.00 BORROW | | | 0024 205-06931 168.000 Mg | 32.00000 5376.00| 78.97600 13267.97| 50.00000 8400.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06933 2.000 EACH| 200.00000 400.00| 526.31500 1052.63| 45.90000 91.80 TEMPORARY DITCH INLET PROTECTION | | | 0026 205-06937 4522.000 m | 4.05000 18314.10| 4.93700 22325.11| 4.13000 18675.86 TEMPORARY SILT FENCE | | | 0027 206-51220 642.600 m3 | 35.00000 22491.00| 173.68400 111609.34| 350.00000 224910.00 EXCAVATION, WET | | | 0028 206-51225 1040.800 m3 | 25.00000 26020.00| 38.94700 40536.04| 25.00000 26020.00 EXCAVATION, DRY | | | 0029 207-07498 120775.000 m2 | 3.66000 442036.50| 5.46700 660276.93| 5.32000 642523.00 SUBGRADE TREATMENT, TYPE A | | | 0030 208-51500 LUMP| 5000.00000 5000.00| 4210.53000 4210.53| 4000.00000 4000.00 RESHAPE SPILL SLOPES , STR. NO. 4 | | | 0031 208-51500 LUMP| 5000.00000 5000.00| 2105.26000 2105.26| 2000.00000 2000.00 RESHAPE SPILL SLOPES , STR. NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20675982.55 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25395-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 211-06467 261.200 m3 | 85.00000 22202.00| 52.63200 13747.48| 55.00000 14366.00 AGGREGATE FOR END BENT BACKFILL | | | 0033 211-07454 9875.400 m3 | 22.00000 217258.80| 24.11100 238105.77| 23.00000 227134.20 STRUCTURE BACKFILL | | | 0034 213-52830 7.600 m3 | 160.00000 1216.00| 434.90300 3305.26| 200.00000 1520.00 FLOWABLE MORTAR | | | 0035 302-06464 21065.000 m3 | 43.80000 922647.00| 36.23800 763353.47| 39.37000 829329.05 SUBBASE FOR PCCP | | | 0036 302-07455 261.400 m3 | 45.00000 11763.00| 94.73700 24764.25| 60.00000 15684.00 DENSE GRADED SUBBASE | | | 0037 303-01180 4772.000 Mg | 18.00000 85896.00| 18.71300 89298.44| 22.87000 109135.64 COMPACTED AGGREGATE, NO. 53 | | | 0038 306-08041 170.000 m2 | 5.90000 1003.00| 4.21100 715.87| 7.45000 1266.50 MILLING, CONCRETE PAVEMENT | | | 0039 306-08043 621.000 m2 | 6.20000 3850.20| 6.26200 3888.70| 7.45000 4626.45 MILLING, TRANSITION | | | 0040 402-07434 1758.000 Mg | 54.00000 94932.00| 55.78900 98077.06| 53.00000 93174.00 HMA SURFACE, TYPE C | | | 0041 402-07439 2689.000 Mg | 46.00000 123694.00| 41.05300 110391.52| 39.00000 104871.00 HMA INTERMEDIATE, TYPE C | | | 0042 402-07442 9721.000 Mg | 43.00000 418003.00| 39.47400 383726.75| 37.50000 364537.50 HMA BASE, TYPE C | | | 0043 406-05520 20.000 Mg | 220.00000 4400.00| 352.63200 7052.64| 335.00000 6700.00 ASPHALT FOR TACK COAT | | | 0044 501-06266 LUMP| 5000.00000 5000.00| 6977.32000 6977.32| 15344.79000 15344.79 PROFILOGRAPH, PCCP | | | 0045 501-06322 115681.000 m2 | 35.00000 4048835.00| 23.84900 2758876.17| 38.79000 4487265.99 QC/QA-PCCP, 275 mm | | | 0046 503-05240 21411.000 m | 25.00000 535275.00| 21.77800 466288.76| 24.07000 515362.77 D-1 CONTRACTION JOINT | | | 0047 503-05310 208.000 m | 380.00000 79040.00| 436.84200 90863.14| 355.00000 73840.00 TERMINAL JOINT | | | 0048 601-01522 15.000 EACH| 1340.00000 20100.00| 1631.57900 24473.69| 1530.00000 22950.00 GUARDRAIL TRANSITION TYPE TGB | | | 0049 601-01626 6.000 EACH| 1530.00000 9180.00| 1263.15800 7578.95| 1836.00000 11016.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0050 601-02103 72.700 m | 61.00000 4434.70| 58.15800 4228.09| 63.24000 4597.55 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0051 601-06037 4.000 EACH| 675.00000 2700.00| 736.84300 2947.37| 714.00000 2856.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20675982.55 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25395-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 601-07023 13.000 EACH| 4750.00000 61750.00| 10578.94800 137526.32| 3876.00000 50388.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0053 601-94689 15.000 EACH| 2310.00000 34650.00| 2184.21100 32763.17| 2244.00000 33660.00 GUARDRAIL END TREATMENT, OS | | | 0054 601-99105 5240.000 m | 40.00000 209600.00| 42.36800 222008.32| 42.84000 224481.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0055 601-99123 4.000 EACH| 2050.00000 8200.00| 2421.05300 9684.21| 2142.00000 8568.00 GUARDRAIL TRANSITION, GP | | | 0057 602-06729 44.000 EACH| 7.00000 308.00| 8.42100 370.52| 7.65000 336.60 BARRIER DELINEATOR | | | 0059 604-06069 74.000 m2 | 121.54000 8993.96| 36.24000 2681.76| 117.30000 8680.20 CURB RAMP, CONCRETE | | | 0060 604-06070 1643.000 m2 | 33.31000 54728.33| 27.05700 44454.65| 26.52000 43572.36 SIDEWALK, CONCRETE | | | 0061 605-06100 1425.000 m | 22.15000 31563.75| 16.60900 23667.83| 22.59000 32190.75 CURB, INTEGRAL, C, CONCRETE | | | 0062 605-06120 332.000 m | 57.40000 19056.80| 43.11200 14313.18| 58.55000 19438.60 CURB, CONCRETE | | | 0063 605-06210 354.000 m | 53.00000 18762.00| 83.35700 29508.38| 54.06000 19137.24 CENTER CURB, C, CONCRETE | | | 0065 609-06259 1741.200 m2 | 75.00000 130590.00| 75.78900 131963.81| 60.00000 104472.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0066 610-07488 117.000 Mg | 56.00000 6552.00| 117.89500 13793.72| 112.00000 13104.00 HMA FOR APPROACHES, TYPE C | | | 0067 611-05330 873.000 m2 | 45.00000 39285.00| 22.69600 19813.61| 38.76000 33837.48 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0068 615-06510 1.000 EACH| 360.00000 360.00| 473.68000 473.68| 413.10000 413.10 MONUMENT, C | | | 0069 615-06515 20.000 EACH| 72.00000 1440.00| 157.89500 3157.90| 107.10000 2142.00 MONUMENT, D | | | 0070 616-02320 3254.000 m2 | 2.50000 8135.00| 4.21100 13702.59| 2.14000 6963.56 GEOTEXTILES | | | 0071 616-05688 795.000 Mg | 32.00000 25440.00| 26.31600 20921.22| 20.00000 15900.00 RIPRAP, CLASS 1 | | | 0072 616-06405 433.000 Mg | 32.00000 13856.00| 27.36800 11850.34| 20.00000 8660.00 RIPRAP, REVETMENT | | | 0073 616-06406 450.000 m2 | 25.00000 11250.00| 31.57900 14210.55| 32.00000 14400.00 RIPRAP, REVETMENT | | | 0074 616-51367 144.300 m2 | 85.00000 12265.50| 73.68400 10632.60| 65.00000 9379.50 SLOPEWALL, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20675982.55 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25395-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 616-93766 55.000 m2 | 45.00000 2475.00| 35.78900 1968.40| 6.00000 330.00 BREAKING CONCRETE SLOPEWALL | | | 0076 616-93772 8.000 EACH| 100.00000 800.00| 173.68400 1389.47| 150.00000 1200.00 INSPECTION HOLE | | | 0077 619-05926 LUMP| 2000.00000 2000.00| 2105.26000 2105.26| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0078 619-05926 LUMP| 2000.00000 2000.00| 2105.26000 2105.26| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 6 | | | 0079 619-51859 LUMP| 30000.00000 30000.00| 13684.21000 13684.21| 13000.00000 13000.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0080 619-51859 LUMP| 40000.00000 40000.00| 21052.63000 21052.63| 20000.00000 20000.00 PAINT STEEL BRIDGE , STR. NO. 6 | | | 0081 619-61000 LUMP| 61152.00000 61152.00| 94736.84000 94736.84| 90000.00000 90000.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0082 619-61000 LUMP| 137000.00000 137000.00| 126315.79000 126315.79| 120000.00000 120000.00 CLEAN STEEL BRIDGE , STR. NO. 6 | | | 0083 621-01004 9.000 EACH| 850.00000 7650.00| 631.57900 5684.21| 663.00000 5967.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0084 621-06545 10.100 Mg | 540.00000 5454.00| 421.05200 4252.63| 550.80000 5563.08 FERTILIZER | | | 0085 621-06548 25.460 kg | 69.00000 1756.74| 69.47400 1768.81| 70.38000 1791.87 SEED MIXTURE, CV | | | 0086 621-06553 2133.000 kg | 5.90000 12584.70| 7.15800 15268.01| 6.02000 12840.66 SEED MIXTURE, R | | | 0087 621-06559 2546.000 m2 | 0.62000 1578.52| 0.63200 1609.07| 0.63000 1603.98 MULCHED SEEDING, R | | | 0089 621-06565 50.500 Mg | 410.00000 20705.00| 421.05300 21263.18| 418.20000 21119.10 MULCHING MATERIAL | | | 0090 621-06567 161.600 kL | 1.00000 161.60| 1.57900 255.17| 1.02000 164.83 WATER | | | 0091 621-06574 5188.000 m2 | 3.15000 16342.20| 3.77900 19605.45| 3.21000 16653.48 SODDING | | | 0092 621-06575 5248.000 m2 | 3.15000 16531.20| 3.77900 19832.19| 3.21000 16846.08 SODDING, NURSERY | | | 0093 622-52436 30.000 EACH| 76.80000 2304.00| 5.26300 157.89| 31.62000 948.60 SIGN, DO NOT MOW OR SPRAY | | | 0094 701-03753 192.000 m | 160.00000 30720.00| 206.31600 39612.67| 135.00000 25920.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0095 701-51195 660.000 m | 135.00000 89100.00| 170.52600 112547.16| 100.00000 66000.00 PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20675982.55 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25395-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 701-98647 815.200 m | 160.00000 130432.00| 184.21100 150168.81| 120.00000 97824.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0097 702-51005 664.100 m3 | 600.00000 398460.00| 768.42100 510308.39| 700.00000 464870.00 CONCRETE, A, SUBSTRUCTURE | | | 0098 702-51010 277.400 m3 | 550.00000 152570.00| 500.00000 138700.00| 700.00000 194180.00 CONCRETE, B, ABOVE FOOTINGS | | | 0099 702-51015 229.000 m3 | 500.00000 114500.00| 347.36800 79547.27| 700.00000 160300.00 CONCRETE, B, FOOTINGS | | | 0100 702-51090 46.000 kg | 50.00000 2300.00| 63.15800 2905.27| 10.00000 460.00 BRONZE PLATES | | | 0101 702-51100 262.000 kg | 8.00000 2096.00| 14.73700 3861.09| 9.00000 2358.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0102 702-51110 1460.000 kg | 6.00000 8760.00| 8.42100 12294.66| 4.50000 6570.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0103 702-51863 1886.000 EACH| 11.00000 20746.00| 15.78900 29778.05| 8.00000 15088.00 FIELD DRILLED HOLE IN CONCRETE | | | 0104 703-01540 96.000 EACH| 18.00000 1728.00| 14.73700 1414.75| 10.00000 960.00 THREADED TIE BAR ASSEMBLY | | | 0105 703-51030 67115.000 kg | 1.75000 117451.25| 1.78900 120068.74| 1.60000 107384.00 REINFORCING STEEL | | | 0106 703-51032 314431.000 kg | 1.85000 581697.35| 2.00000 628862.00| 1.65000 518811.15 REINFORCING STEEL, EPOXY COATED | | | 0107 703-97936 3291.000 EACH| 9.00000 29619.00| 13.68400 45034.04| 10.00000 32910.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0109 704-05892 1560.200 m3 | 530.00000 826906.00| 768.42100 1198890.44| 600.00000 936120.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0110 704-51002 51.100 m3 | 1200.00000 61320.00| 763.15800 38997.37| 1250.00000 63875.00 CONCRETE, C, SUPERSTRUCTURE | | | 0111 706-05732 16.000 EACH| 1275.00000 20400.00| 1315.78900 21052.62| 1250.00000 20000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0112 706-51020 142.800 m3 | 525.00000 74970.00| 605.26300 86431.56| 425.00000 60690.00 CONCRETE, C, RAILING | | | 0113 707-05982 515.368 m | 415.00000 213877.72| 415.78900 214284.35| 325.00000 167494.60 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0114 707-05983 558.696 m | 420.00000 234652.32| 426.31600 238181.04| 360.00000 201130.56 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0115 709-51821 LUMP| 6750.00000 6750.00| 7894.74000 7894.74| 6936.40000 6936.40 SURFACE SEAL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 170 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20675982.55 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25395-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 709-51821 LUMP| 5250.00000 5250.00| 6842.11000 6842.11| 5748.00000 5748.00 SURFACE SEAL , STR. NO. 3 | | | 0117 709-51821 LUMP| 6800.00000 6800.00| 8421.05000 8421.05| 6988.40000 6988.40 SURFACE SEAL , STR. NO. 4 | | | 0118 709-51821 LUMP| 12250.00000 12250.00| 14736.84000 14736.84| 12889.00000 12889.00 SURFACE SEAL , STR. NO. 6 | | | 0119 711-51035 206968.000 kg | 2.75000 569162.00| 3.31600 686305.89| 3.25000 672646.00 STRUCTURAL STEEL | | | 0120 711-51114 16.000 EACH| 25.00000 400.00| 294.73700 4715.79| 30.00000 480.00 ANCHOR BOLT, AR22 | | | 0121 711-51877 LUMP| 12500.00000 12500.00| 12631.58000 12631.58| 50000.00000 50000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 4 | | | 0122 711-51877 LUMP| 56000.00000 56000.00| 21052.63000 21052.63| 150000.00000 150000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 6 | | | 0123 711-93578 LUMP| 10000.00000 10000.00| 10526.32000 10526.32| 15000.00000 15000.00 DIAPHRAGMS, RESET , STR. NO. 4 | | | 0124 711-93578 LUMP| 14000.00000 14000.00| 15789.47000 15789.47| 20000.00000 20000.00 DIAPHRAGMS, RESET , STR. NO. 6 | | | 0125 711-96800 12256.000 EACH| 1.40000 17158.40| 1.68400 20639.10| 1.75000 21448.00 STUD SHEAR CONNECTOR | | | 0126 715-05048 7949.000 m | 8.00000 63592.00| 10.52600 83671.17| 8.52000 67725.48 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0127 715-05053 499.000 m | 28.00000 13972.00| 23.15800 11555.84| 43.86000 21886.14 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0128 715-05149 12.000 m | 100.00000 1200.00| 96.63200 1159.58| 175.00000 2100.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0129 715-05151 830.000 m | 105.00000 87150.00| 126.94700 105366.01| 180.00000 149400.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0130 715-05152 282.000 m | 110.00000 31020.00| 163.89500 46218.39| 220.00000 62040.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0131 715-05154 34.200 m | 120.00000 4104.00| 169.57900 5799.60| 290.00000 9918.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0132 715-05156 1.400 m | 180.00000 252.00| 395.05000 553.07| 2000.00000 2800.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0133 715-05407 300.000 m | 23.00000 6900.00| 43.15800 12947.40| 18.00000 5400.00 PIPE, END BENT DRAIN, 150 mm | | | 0134 715-46005 1.000 EACH| 280.00000 280.00| 345.79000 345.79| 1300.00000 1300.00 PIPE END SECTION, 375 mm | | | 0135 718-06528 34.000 EACH| 575.00000 19550.00| 1052.63100 35789.45| 561.00000 19074.00 OUTLET PROTECTOR, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 170 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20675982.55 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25395-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 718-06532 1000.000 m | 3.00000 3000.00| 3.15800 3158.00| 3.06000 3060.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0137 718-52610 1600.000 m3 | 44.00000 70400.00| 37.89500 60632.00| 43.86000 70176.00 AGGREGATE FOR UNDERDRAINS | | | 0138 718-99153 14857.000 m2 | 1.50000 22285.50| 1.05300 15644.42| 1.02000 15154.14 GEOTEXTILES FOR UNDERDRAIN | | | 0139 720-44000 6.000 EACH| 300.00000 1800.00| 399.79000 2398.74| 375.00000 2250.00 CASTING, ADJUST TO GRADE | | | 0140 720-45030 1.000 EACH| 1500.00000 1500.00| 1653.16000 1653.16| 2100.00000 2100.00 INLET, E7 | | | 0141 720-45045 24.000 EACH| 1750.00000 42000.00| 2155.26300 51726.31| 2600.00000 62400.00 INLET, J10 | | | 0142 720-45055 9.000 EACH| 1900.00000 17100.00| 2344.73700 21102.63| 2600.00000 23400.00 INLET, M10 | | | 0145 720-45410 24.000 EACH| 3200.00000 76800.00| 2022.63200 48543.17| 2800.00000 67200.00 MANHOLE, C4 | | | 0146 720-45415 1.000 EACH| 5200.00000 5200.00| 4798.42000 4798.42| 4000.00000 4000.00 MANHOLE, D4 | | | 0147 720-45605 2.000 m | 1000.00000 2000.00| 674.52500 1349.05| 1700.00000 3400.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0148 720-98174 5.000 EACH| 2400.00000 12000.00| 3391.57800 16957.89| 3500.00000 17500.00 INLET, B15 | | | 0149 720-98555 5.000 EACH| 2200.00000 11000.00| 3581.05200 17905.26| 3500.00000 17500.00 INLET, C15 | | | 0150 723-06660 55.600 m2 | 550.00000 30580.00| 815.78900 45357.87| 650.00000 36140.00 WINGWALL | | | 0151 723-07659 52.800 m | 7150.00000 377520.00| 13376.21100 706263.94| 7200.00000 380160.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 3050 mm | | | 0152 724-03276 176.000 m | 220.00000 38720.00| 189.47400 33347.42| 230.00000 40480.00 EXPANSION JOINT SEALING SYSTEM | | | 0153 724-51925 54.000 m | 315.00000 17010.00| 485.26300 26204.20| 320.00000 17280.00 STRUCTURAL EXPANSION JOINT, SS | | | 0154 726-58789 54.000 EACH| 1550.00000 83700.00| 1222.10500 65993.67| 850.00000 45900.00 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0155 726-99095 72.000 EACH| 1020.00000 73440.00| 757.89500 54568.44| 850.00000 61200.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0156 731-93945 851.000 m2 | 160.00000 136160.00| 194.73700 165721.19| 160.00000 136160.00 FACE PANELS, CONCRETE | | | 0157 731-93946 851.000 m2 | 135.00000 114885.00| 78.94700 67183.90| 65.00000 55315.00 WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 170 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20675982.55 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25395-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0158 731-93947 250.000 m | 65.00000 16250.00| 68.42100 17105.25| 50.00000 12500.00 LEVELING PAD, CONCRETE | | | 0159 801-01093 12.000 EACH| 2450.00000 29400.00| 2578.94800 30947.38| 2499.00000 29988.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0160 801-06207 72157.000 m | 2.60000 187608.20| 2.73700 197493.71| 2.65000 191216.05 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0161 801-06639 2228.000 m | 98.70000 219903.60| 70.60800 157314.62| 112.80000 251318.40 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0162 801-06640 42.000 EACH| 238.00000 9996.00| 250.52600 10522.09| 242.76000 10195.92 CONSTRUCTION SIGN, A | | | 0163 801-06645 2.000 EACH| 100.00000 200.00| 105.26500 210.53| 102.00000 204.00 CONSTRUCTION SIGN, B | | | 0164 801-06646 5394.000 m | 65.24000 351904.56| 59.80600 322593.56| 110.96000 598518.24 TEMPORARY CONCRETE BARRIER | | | 0165 801-06710 1440.000 DAY | 14.00000 20160.00| 14.73700 21221.28| 14.28000 20563.20 FLASHING ARROW SIGN | | | 0166 801-06775 LUMP| 139347.80000 139347.80| 166954.41000 166954.41| 221790.00000 221790.00 MAINTAINING TRAFFIC | | | 0167 801-07119 190.800 m | 99.00000 18889.20| 104.21100 19883.46| 100.98000 19266.98 BARRICADE, III-B | | | 0168 801-07215 2.000 DAY | 35.00000 70.00| 36.84000 73.68| 35.70000 71.40 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0169 802-02293 0.600 m3 | 480.00000 288.00| 505.26700 303.16| 489.60000 293.76 CONCRETE, SIGN FOUNDATION | | | 0170 802-02475 1.000 EACH| 907.20000 907.20| 954.95000 954.95| 925.34000 925.34 SIGN, PANEL, REMOVE AND RELOCATE | | | 0171 802-05701 208.010 m | 30.00000 6240.30| 31.57900 6568.75| 30.60000 6365.11 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0172 802-05702 30.880 m | 27.50000 849.20| 28.94700 893.88| 28.05000 866.18 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0173 802-76025 14.750 m2 | 144.00000 2124.00| 151.57900 2235.79| 146.88000 2166.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0174 802-76035 49.930 m2 | 150.00000 7489.50| 157.89500 7883.70| 153.00000 7639.29 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0175 802-76045 11.890 m2 | 162.00000 1926.18| 170.52600 2027.55| 165.24000 1964.70 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 170 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20675982.55 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25395-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0176 802-76055 12.600 m | 19.60000 246.96| 20.63200 259.96| 19.99000 251.87 SIGN POST, A | | | 0177 802-76095 259.140 kg | 5.04000 1306.07| 5.30500 1374.74| 5.14000 1331.98 STRUCTURAL STEEL, BREAKAWAY | | | 0178 805-01815 12.000 EACH| 1500.00000 18000.00| 1578.94800 18947.38| 1530.00000 18360.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0179 805-01836 3683.000 m | 2.40000 8839.20| 2.52600 9303.26| 2.45000 9023.35 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0180 805-01842 63.000 EACH| 625.00000 39375.00| 657.89500 41447.39| 637.50000 40162.50 HANDHOLE, SIGNAL | | | 0182 805-02981 48.000 EACH| 25.00000 1200.00| 26.31600 1263.17| 25.50000 1224.00 ANCHOR BOLTS, FOR SIGNAL STRUCTURES | | | 0183 805-05582 4.000 EACH| 1.00000 4.00| 1.05300 4.21| 1.02000 4.08 FIBER OPTIC TERMINATION | | | 0184 805-06592 3742.700 m | 48.00000 179649.60| 50.52600 189103.66| 48.96000 183242.59 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0185 805-78100 3.000 EACH| 9864.00000 29592.00| 10383.15700 31149.47| 10061.28000 30183.84 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0186 805-78205 8.000 EACH| 630.60000 5044.80| 663.79000 5310.32| 643.21000 5145.68 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0187 805-78215 10.000 EACH| 630.60000 6306.00| 663.78900 6637.89| 643.21000 6432.10 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0188 805-78230 16.000 EACH| 1026.60000 16425.60| 1080.63200 17290.11| 1047.13000 16754.08 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0189 805-78415 3.000 EACH| 1850.00000 5550.00| 1947.37000 5842.11| 1887.00000 5661.00 SPAN, CATENARY, AND TETHER | | | 0190 805-78420 12.000 EACH| 225.00000 2700.00| 236.84300 2842.12| 229.50000 2754.00 DISCONNECT HANGER | | | 0191 805-78445 3.000 EACH| 475.00000 1425.00| 500.00000 1500.00| 484.50000 1453.50 SIGNAL SERVICE | | | 0192 805-78467 53.600 m | 5.00000 268.00| 5.26300 282.10| 5.10000 273.36 SIGNAL CABLE, 3C 8GA. | | | 0193 805-78485 458.000 m | 3.30000 1511.40| 3.47400 1591.09| 3.37000 1543.46 SIGNAL CABLE, 5C 14GA. | | | 0194 805-78490 1380.900 m | 3.65000 5040.29| 3.84200 5305.42| 3.72000 5136.95 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 170 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20675982.55 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25395-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 805-78746 2507.600 m | 30.00000 75228.00| 31.57900 79187.50| 30.60000 76732.56 PREFORMED LOOP DETECTORS | | | 0196 805-78790 11.000 EACH| 100.00000 1100.00| 105.26300 1157.89| 102.00000 1122.00 LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNEL| | | 0197 805-78925 3.000 EACH| 660.00000 1980.00| 694.73700 2084.21| 673.20000 2019.60 CONTROLLER CABINET FOUNDATION, P1 | | | 0198 805-81060 12.000 EACH| 3240.00000 38880.00| 3410.52700 40926.32| 3304.80000 39657.60 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0199 805-92512 24.000 EACH| 336.00000 8064.00| 353.68400 8488.42| 342.72000 8225.28 MICROLOOP DETECTOR | | | 0200 805-94295 72.000 EACH| 120.00000 8640.00| 126.31600 9094.75| 122.40000 8812.80 SIGNAL HEAD, RELOCATE | | | 0201 805-95568 198.000 m | 17.64000 3492.72| 18.56800 3676.46| 17.99000 3562.02 CONDUIT, PVC, 100 mm | | | 0202 807-02370 4.000 EACH| 360.00000 1440.00| 378.94800 1515.79| 367.20000 1468.80 LIGHT STRUCTURE, REMOVE AND RESET | | | 0203 807-02603 2.000 EACH| 360.00000 720.00| 378.94500 757.89| 367.20000 734.40 LIGHT STANDARD, RELOCATE | | | 0204 807-87605 1.000 EACH| 25200.00000 25200.00| 26526.32000 26526.32| 25704.00000 25704.00 LUMINAIRE UNDERPASS, INSTALL | | | 0205 807-93650 2.000 SET | 550.00000 1100.00| 578.94500 1157.89| 561.00000 1122.00 FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR ROADWAY LIGHT | | | 0206 808-01468 12.000 m | 20.00000 240.00| 21.05300 252.64| 20.40000 244.80 LINE, EPOXY, DOTTED, WHITE, 125 mm, 600 | | | mm LINE, 1200 mm GAP | | | 0207 808-03002 2923.000 m | 1.25000 3653.75| 1.31600 3846.67| 1.28000 3741.44 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0208 808-03631 11918.000 m | 1.25000 14897.50| 1.31600 15684.09| 1.28000 15255.04 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0209 808-03632 8877.000 m | 0.95000 8433.15| 1.31600 11682.13| 1.28000 11362.56 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0210 808-06716 5517.000 m | 0.95000 5241.15| 1.00000 5517.00| 0.97000 5351.49 LINE, REMOVE | | | 0211 808-06800 15.000 m | 22.50000 337.50| 23.68400 355.26| 22.95000 344.25 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 600 mm | | | 0212 808-74805 184.000 m | 22.50000 4140.00| 23.68400 4357.86| 22.95000 4222.80 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0213 808-74807 48.000 EACH| 83.00000 3984.00| 87.36800 4193.66| 84.66000 4063.68 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 170 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20675982.55 ROUTE : 66 CALL ORDER : 170 CONTRACT ID : R -25395-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0918397 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0214 808-74808 26.000 EACH| 123.00000 3198.00| 129.47400 3366.32| 125.46000 3261.96 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0215 808-75998 124.000 EACH| 19.00000 2356.00| 20.00000 2480.00| 19.38000 2403.12 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0216 501-06727 LUMP| 3500.00000 3500.00| 4824.46000 4824.46| 6473.78000 6473.78 CORING, PCCP | | | 0217 601-95434 14.000 m | 327.01000 4578.14| 1202.21100 16830.95| 889.44000 12452.16 HANDRAIL, STEEL PIPE, 37.5 mm | | | 0218 603-06045 460.000 m | 32.00000 14720.00| 33.68400 15494.64| 38.76000 17829.60 FENCE, CHAIN LINK, 1220 mm | | | 0219 715-46030 1.000 EACH| 750.00000 750.00| 866.84000 866.84| 450.00000 450.00 PIPE END SECTION, 750 mm | | | 0220 720-45250 1.000 EACH| 3300.00000 3300.00| 3547.89000 3547.89| 3300.00000 3300.00 CATCH BASIN, K10 | | | 0221 720-45251 1.000 EACH| 3500.00000 3500.00| 3737.37000 3737.37| 3300.00000 3300.00 CATCH BASIN, K10, MODIFIED | | | 0222 805-01861 3231.000 m | 4.80000 15508.80| 5.05300 16326.24| 4.90000 15831.90 SIGNAL CABLE, INTERCONNECT, 12C/19 , | | | UNDERGROUND, 1 MSA 40-2 | | | SECTION TOTALS | $ 17,604,774.00| $ 17,993,557.47| $ 20,892,931.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,604,774.00| $ 17,993,557.47| $ 20,892,931.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 22 CALL ORDER : 180 CONTRACT ID : R -25397-A COUNTIES : HOWARD LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/17/06 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1698047 GRADEX, INC. $ 10,986,759.86 100.0000% 2 35-1139301 E & B PAVING, INC. $ 11,097,053.87 101.0038% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/29/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2261026 2261026 2261026 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 4,955,258.88 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 5,014,986.21 101.2053% 3 35-1139301 E & B PAVING, INC. $ 5,149,187.81 103.9135% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 5,432,579.25 109.6326% ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-1139301 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 130000.00000 130000.00| 185000.00000 185000.00| 177360.08000 177360.08 CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH| 3600.00000 3600.00| 500.00000 500.00| 3600.00000 3600.00 PHONE(SUPERVISOR) | | | 0003 105-06905 4.000 EACH| 1800.00000 7200.00| 500.00000 2000.00| 1800.00000 7200.00 PHONE(INSPECTOR) | | | 0004 105-06906 18.000 MOS | 150.00000 2700.00| 500.00000 9000.00| 150.00000 2700.00 CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-07039 18.000 MOS | 1500.00000 27000.00| 2300.00000 41400.00| 2000.00000 36000.00 FIELD OFFICE, B | | | 0006 110-01001 LUMP| 240000.00000 240000.00| 234000.00000 234000.00| 213801.60000 213801.60 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP| 70000.00000 70000.00| 63000.00000 63000.00| 75000.00000 75000.00 CLEARING RIGHT OF WAY | | | 0008 202-02236 2453.000 m2 | 2.00000 4906.00| 3.45000 8462.85| 2.00000 4906.00 SURFACE, REMOVE | | | 0009 202-02240 19200.000 m2 | 10.00000 192000.00| 6.60000 126720.00| 10.00000 192000.00 PAVEMENT REMOVAL | | | 0010 202-02241 595.000 m | 8.00000 4760.00| 8.00000 4760.00| 8.00000 4760.00 GUARDRAIL, REMOVE | | | 0011 202-02273 912.000 m2 | 16.00000 14592.00| 7.00000 6384.00| 16.00000 14592.00 CENTER CURB, CONCRETE, REMOVE | | | 0012 202-74040 1.000 EACH| 375.00000 375.00| 375.00000 375.00| 375.00000 375.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-1139301 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-74045 1.000 EACH| 48.00000 48.00| 48.00000 48.00| 48.00000 48.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0014 202-74055 1.000 EACH| 2060.00000 2060.00| 2050.00000 2050.00| 2050.00000 2050.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0015 202-78515 LUMP| 3100.00000 3100.00| 3100.00000 3100.00| 3100.00000 3100.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0016 203-02000 10372.000 m3 | 15.00000 155580.00| 17.00000 176324.00| 15.00000 155580.00 EXCAVATION, COMMON | | | 0017 203-02100 26810.000 m3 | 12.00000 321720.00| 10.00000 268100.00| 16.00000 428960.00 EXCAVATION, PEAT | | | 0018 205-06931 68.200 Mg | 28.00000 1909.60| 78.72000 5368.70| 28.00000 1909.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06933 22.000 EACH| 55.00000 1210.00| 55.00000 1210.00| 55.00000 1210.00 TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06934 5.300 Mg | 637.00000 3376.10| 637.00000 3376.10| 637.00000 3376.10 TEMPORARY MULCHING | | | 0021 205-06937 2204.000 m | 4.75000 10469.00| 4.75000 10469.00| 4.75000 10469.00 TEMPORARY SILT FENCE | | | 0022 206-93520 1410.000 m2 | 200.00000 282000.00| 87.84000 123854.40| 125.00000 176250.00 TEMPORARY SHEET PILING | | | 0023 207-07498 35928.000 m2 | 3.50000 125748.00| 0.01000 359.28| 3.50000 125748.00 SUBGRADE TREATMENT, TYPE A | | | 0024 207-07503 3260.000 m2 | 1.75000 5705.00| 3.07000 10008.20| 1.75000 5705.00 SUBGRADE TREATMENT, TYPE E | | | 0025 208-98709 LUMP| 6500.00000 6500.00| 7902.00000 7902.00| 6500.00000 6500.00 RESHAPE DITCH | | | 0026 211-02050 31505.000 m3 | 12.00000 378060.00| 14.05000 442645.25| 12.00000 378060.00 B BORROW | | | 0027 211-07454 515.000 m3 | 13.00000 6695.00| 8.35000 4300.25| 13.00000 6695.00 STRUCTURE BACKFILL | | | 0028 302-06464 5770.000 m3 | 32.00000 184640.00| 45.00000 259650.00| 32.00000 184640.00 SUBBASE FOR PCCP | | | 0030 402-07433 684.000 Mg | 43.00000 29412.00| 43.00000 29412.00| 43.00000 29412.00 HMA SURFACE, TYPE B | | | 0031 402-07438 1151.000 Mg | 36.00000 41436.00| 36.00000 41436.00| 36.00000 41436.00 HMA INTERMEDIATE, TYPE B | | | 0032 402-07441 3743.000 Mg | 33.00000 123519.00| 33.00000 123519.00| 33.00000 123519.00 HMA BASE, TYPE B | | | 0033 406-05520 6.300 Mg | 330.00000 2079.00| 330.00000 2079.00| 330.00000 2079.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-1139301 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 501-06266 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 7766.06000 7766.06 PROFILOGRAPH, PCCP | | | 0035 501-06323 30431.000 m2 | 50.00000 1521550.00| 56.00000 1704136.00| 55.32000 1683442.92 QC/QA-PCCP, 300 mm | | | 0036 501-06727 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 2799.47000 2799.47 CORING, PCCP | | | 0037 503-05240 5570.000 m | 30.00000 167100.00| 27.00000 150390.00| 24.64000 137244.80 D-1 CONTRACTION JOINT | | | 0038 507-07479 29.000 Mg | 140.00000 4060.00| 140.00000 4060.00| 140.00000 4060.00 HMA PARTIAL DEPTH PATCHING | | | 0039 601-01625 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0040 601-06228 2.000 EACH| 55900.00000 111800.00| 55900.00000 111800.00| 55900.00000 111800.00 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0041 601-94689 1.000 EACH| 2100.00000 2100.00| 2100.00000 2100.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 922.020 m | 41.15000 37941.12| 41.15000 37941.12| 41.15000 37941.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 605-06090 750.000 m | 22.00000 16500.00| 33.00000 24750.00| 30.12000 22590.00 CURB, INTEGRAL, CONCRETE | | | 0044 605-06140 620.000 m | 40.00000 24800.00| 51.00000 31620.00| 40.00000 24800.00 CURB AND GUTTER, CONCRETE | | | 0045 605-06255 690.000 m2 | 70.00000 48300.00| 97.00000 66930.00| 97.00000 66930.00 CENTER CURB, D, CONCRETE | | | 0046 605-94811 6.000 EACH| 515.00000 3090.00| 650.00000 3900.00| 515.00000 3090.00 CURB TURNOUT | | | 0047 607-90826 7.000 EACH| 150.00000 1050.00| 650.00000 4550.00| 150.00000 1050.00 GUTTER TURNOUT, CONCRETE | | | 0048 611-05330 966.000 m2 | 40.00000 38640.00| 48.00000 46368.00| 40.00000 38640.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0049 615-06490 18.000 EACH| 108.00000 1944.00| 108.00000 1944.00| 106.00000 1908.00 RIGHT OF WAY MARKER | | | 0050 615-06505 10.000 EACH| 480.00000 4800.00| 480.00000 4800.00| 480.00000 4800.00 MONUMENT, B | | | 0051 615-06510 1.000 EACH| 420.00000 420.00| 420.00000 420.00| 420.00000 420.00 MONUMENT, C | | | 0052 615-06515 16.000 EACH| 110.00000 1760.00| 110.00000 1760.00| 110.00000 1760.00 MONUMENT, D | | | 0053 615-06527 1.000 EACH| 425.00000 425.00| 425.00000 425.00| 425.00000 425.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-1139301 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-01004 2.000 EACH| 975.00000 1950.00| 975.00000 1950.00| 975.00000 1950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-02468 624.000 kg | 4.22000 2633.28| 4.22000 2633.28| 4.22000 2633.28 SEED MIXTURE, GRASS, 1 | | | 0056 621-06545 2.900 Mg | 678.00000 1966.20| 676.00000 1960.40| 678.00000 1966.20 FERTILIZER | | | 0057 621-06548 7.000 kg | 55.00000 385.00| 55.00000 385.00| 55.00000 385.00 SEED MIXTURE, CV | | | 0058 621-06554 468.000 kg | 8.20000 3837.60| 8.20000 3837.60| 8.20000 3837.60 SEED MIXTURE, U | | | 0059 621-06557 128.000 kg | 9.65000 1235.20| 9.65000 1235.20| 9.65000 1235.20 SEED MIXTURE, T | | | 0060 621-06565 20.000 Mg | 517.00000 10340.00| 517.00000 10340.00| 517.00000 10340.00 MULCHING MATERIAL | | | 0061 621-06574 3629.000 m2 | 4.42000 16040.18| 4.42000 16040.18| 4.42000 16040.18 SODDING | | | 0062 622-52436 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | 0063 622-91786 175.000 EACH| 10.00000 1750.00| 10.00000 1750.00| 10.00000 1750.00 SEEDLING | | | 0064 702-90915 3.000 m3 | 1000.00000 3000.00| 1000.00000 3000.00| 1000.00000 3000.00 CONCRETE, A | | | 0065 715-05048 2817.000 m | 13.00000 36621.00| 12.00000 33804.00| 13.00000 36621.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0066 715-05053 387.000 m | 20.00000 7740.00| 39.00000 15093.00| 20.00000 7740.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0067 715-05119 51.000 m | 83.00000 4233.00| 95.00000 4845.00| 83.00000 4233.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0068 715-05149 572.000 m | 78.00000 44616.00| 89.00000 50908.00| 78.00000 44616.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0069 715-05154 160.000 m | 120.00000 19200.00| 111.00000 17760.00| 120.00000 19200.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0070 715-46000 9.000 EACH| 250.00000 2250.00| 250.00000 2250.00| 250.00000 2250.00 PIPE END SECTION, 300 mm | | | 0071 715-46005 4.000 EACH| 300.00000 1200.00| 275.00000 1100.00| 300.00000 1200.00 PIPE END SECTION, 375 mm | | | 0072 718-06531 19.000 EACH| 500.00000 9500.00| 200.00000 3800.00| 500.00000 9500.00 OUTLET PROTECTOR, 3 | | | 0073 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-1139301 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 718-52610 314.000 m3 | 35.00000 10990.00| 25.00000 7850.00| 35.00000 10990.00 AGGREGATE FOR UNDERDRAINS | | | 0075 718-99153 2660.000 m2 | 1.25000 3325.00| 1.20000 3192.00| 1.25000 3325.00 GEOTEXTILES FOR UNDERDRAIN | | | 0076 720-45030 4.000 EACH| 1050.00000 4200.00| 1400.00000 5600.00| 1050.00000 4200.00 INLET, E7 | | | 0077 720-45035 1.000 EACH| 1230.00000 1230.00| 1400.00000 1400.00| 1230.00000 1230.00 INLET, F7 | | | 0078 720-45045 2.000 EACH| 1310.00000 2620.00| 1500.00000 3000.00| 1310.00000 2620.00 INLET, J10 | | | 0079 720-45065 1.000 EACH| 3445.00000 3445.00| 2100.00000 2100.00| 3445.00000 3445.00 INLET, N12 | | | 0080 720-45250 2.000 EACH| 1560.00000 3120.00| 2600.00000 5200.00| 1560.00000 3120.00 CATCH BASIN, K10 | | | 0081 720-45400 1.000 EACH| 1730.00000 1730.00| 1500.00000 1500.00| 1730.00000 1730.00 MANHOLE, A4 | | | 0082 720-92492 2.000 EACH| 4010.00000 8020.00| 1500.00000 3000.00| 4010.00000 8020.00 MANHOLE, B | | | 0083 720-93979 1.000 EACH| 3010.00000 3010.00| 2300.00000 2300.00| 3010.00000 3010.00 CATCH BASIN, W2 | | | 0084 720-98174 8.000 EACH| 1730.00000 13840.00| 2300.00000 18400.00| 1730.00000 13840.00 INLET, B15 | | | 0085 720-98555 1.000 EACH| 1730.00000 1730.00| 2300.00000 2300.00| 1730.00000 1730.00 INLET, C15 | | | 0086 801-04308 6.000 EACH| 383.00000 2298.00| 383.00000 2298.00| 383.00000 2298.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0087 801-06207 13588.000 m | 2.66000 36144.08| 2.66000 36144.08| 2.66000 36144.08 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0088 801-06211 11.000 EACH| 89.00000 979.00| 89.00000 979.00| 89.00000 979.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0089 801-06640 44.000 EACH| 124.00000 5456.00| 124.00000 5456.00| 124.00000 5456.00 CONSTRUCTION SIGN, A | | | 0090 801-06645 11.000 EACH| 38.00000 418.00| 38.00000 418.00| 38.00000 418.00 CONSTRUCTION SIGN, B | | | 0091 801-06649 55.000 EACH| 4.98000 273.90| 4.98000 273.90| 4.98000 273.90 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0092 801-06710 1080.000 DAY | 10.00000 10800.00| 10.00000 10800.00| 10.00000 10800.00 FLASHING ARROW SIGN | | | 0093 801-06775 LUMP| 17637.00000 17637.00| 27500.00000 27500.00| 17637.00000 17637.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-1139301 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 801-07118 70.000 m | 52.18000 3652.60| 52.20000 3654.00| 52.18000 3652.60 BARRICADE, III-A | | | 0095 801-07119 30.000 m | 51.25000 1537.50| 51.25000 1537.50| 51.25000 1537.50 BARRICADE, III-B | | | 0096 801-09133 3.000 EACH| 7993.00000 23979.00| 7993.00000 23979.00| 7993.00000 23979.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0097 801-94295 20.000 EACH| 175.00000 3500.00| 175.00000 3500.00| 175.00000 3500.00 SIGNAL HEAD, RELOCATE | | | 0098 802-05701 59.200 m | 54.60000 3232.32| 54.60000 3232.32| 54.60000 3232.32 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0099 802-07158 1.000 EACH| 3200.00000 3200.00| 3200.00000 3200.00| 3200.00000 3200.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0100 802-07159 1.000 EACH| 2900.00000 2900.00| 2900.00000 2900.00| 2900.00000 2900.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0101 802-76015 14.640 m2 | 160.00000 2342.40| 160.00000 2342.40| 160.00000 2342.40 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0102 802-76025 13.410 m2 | 155.00000 2078.55| 155.00000 2078.55| 155.00000 2078.55 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0103 802-76035 4.520 m2 | 185.00000 836.20| 185.00000 836.20| 185.00000 836.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0104 802-76135 1.000 EACH| 8575.00000 8575.00| 8575.00000 8575.00| 8575.00000 8575.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0105 802-76140 1.000 EACH| 14230.00000 14230.00| 14230.00000 14230.00| 14230.00000 14230.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0106 802-76175 4.800 m | 480.00000 2304.00| 480.00000 2304.00| 480.00000 2304.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0107 805-01815 6.000 EACH| 1390.00000 8340.00| 1390.00000 8340.00| 1390.00000 8340.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0108 805-01842 10.000 EACH| 630.00000 6300.00| 630.00000 6300.00| 630.00000 6300.00 HANDHOLE, SIGNAL | | | 0109 805-01844 860.000 m | 33.50000 28810.00| 33.50000 28810.00| 33.50000 28810.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-1139301 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 805-78100 2.000 EACH| 7400.00000 14800.00| 7400.00000 14800.00| 7400.00000 14800.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0111 805-78205 15.000 EACH| 580.00000 8700.00| 580.00000 8700.00| 580.00000 8700.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0112 805-78215 2.000 EACH| 585.00000 1170.00| 585.00000 1170.00| 585.00000 1170.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0113 805-78245 2.000 EACH| 1550.00000 3100.00| 1550.00000 3100.00| 1550.00000 3100.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | 0114 805-78415 5.000 EACH| 1200.00000 6000.00| 1200.00000 6000.00| 1200.00000 6000.00 SPAN, CATENARY, AND TETHER | | | 0115 805-78420 5.000 EACH| 175.00000 875.00| 175.00000 875.00| 175.00000 875.00 DISCONNECT HANGER | | | 0116 805-78445 2.000 EACH| 510.00000 1020.00| 510.00000 1020.00| 510.00000 1020.00 SIGNAL SERVICE | | | 0117 805-78467 100.000 m | 5.30000 530.00| 5.30000 530.00| 5.30000 530.00 SIGNAL CABLE, 3C 8GA. | | | 0118 805-78470 2160.000 m | 1.85000 3996.00| 1.85000 3996.00| 1.85000 3996.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0119 805-78485 610.000 m | 3.35000 2043.50| 3.35000 2043.50| 3.35000 2043.50 SIGNAL CABLE, 5C 14GA. | | | 0120 805-78490 330.000 m | 3.75000 1237.50| 3.75000 1237.50| 3.75000 1237.50 SIGNAL CABLE, 7C 14GA. | | | 0121 805-78510 1620.000 m | 2.75000 4455.00| 2.75000 4455.00| 2.75000 4455.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0122 805-78785 14.000 EACH| 470.00000 6580.00| 470.00000 6580.00| 470.00000 6580.00 SIGNAL DETECTOR HOUSING | | | 0123 805-78795 640.000 m | 21.00000 13440.00| 21.00000 13440.00| 21.00000 13440.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0124 805-78925 2.000 EACH| 760.00000 1520.00| 760.00000 1520.00| 760.00000 1520.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0125 805-81032 6.000 EACH| 2550.00000 15300.00| 2550.00000 15300.00| 2550.00000 15300.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0126 805-92504 9.000 EACH| 310.00000 2790.00| 310.00000 2790.00| 310.00000 2790.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0127 808-03002 760.000 m | 1.21000 919.60| 1.21000 919.60| 1.21000 919.60 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-1139301 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 808-03631 3400.000 m | 1.21000 4114.00| 1.21000 4114.00| 1.21000 4114.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0129 808-03632 1875.000 m | 1.21000 2268.75| 1.21000 2268.75| 1.21000 2268.75 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0130 808-05534 52.000 m | 2.62000 136.24| 2.62000 136.24| 2.62000 136.24 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0131 808-06716 1452.000 m | 3.94000 5720.88| 3.94000 5720.88| 3.94000 5720.88 LINE, REMOVE | | | 0132 808-07310 455.000 m | 10.40000 4732.00| 10.40000 4732.00| 10.40000 4732.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 300 mm | | | 0133 808-74805 72.000 m | 10.40000 748.80| 10.40000 748.80| 10.40000 748.80 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0134 808-74807 11.000 EACH| 49.92000 549.12| 49.92000 549.12| 49.92000 549.12 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0135 808-74808 4.000 EACH| 67.60000 270.40| 67.60000 270.40| 67.60000 270.40 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0136 808-74809 2.000 EACH| 198.25000 396.50| 198.20000 396.40| 198.25000 396.50 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0137 808-75998 132.000 EACH| 47.48000 6267.36| 47.48000 6267.36| 47.48000 6267.36 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0138 808-98000 1320.000 m | 2.62000 3458.40| 2.62000 3458.40| 2.62000 3458.40 LINE, EPOXY, SOLID, YELLOW, 200 mm | | | 0139 303-08210 300.000 Mg | 20.00000 6000.00| 16.75000 5025.00| 20.00000 6000.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0140 301-07448 1977.000 Mg | 17.00000 33609.00| 15.50000 30643.50| 17.00000 33609.00 COMPACTED AGGREGATE, NO. 53, BASE | | | SECTION TOTALS | $ 4,955,258.88| $ 5,014,986.21| $ 5,149,187.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,955,258.88| $ 5,014,986.21| $ 5,149,187.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH| 227.80000 227.80| | PHONE(SUPERVISOR) | | | 0003 105-06905 4.000 EACH| 113.90000 455.60| | PHONE(INSPECTOR) | | | 0004 105-06906 18.000 MOS | 113.90000 2050.20| | CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-07039 18.000 MOS | 2620.35000 47166.30| | FIELD OFFICE, B | | | 0006 110-01001 LUMP| 275000.00000 275000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP| 51500.00000 51500.00| | CLEARING RIGHT OF WAY | | | 0008 202-02236 2453.000 m2 | 2.70000 6623.10| | SURFACE, REMOVE | | | 0009 202-02240 19200.000 m2 | 9.00000 172800.00| | PAVEMENT REMOVAL | | | 0010 202-02241 595.000 m | 9.10000 5414.50| | GUARDRAIL, REMOVE | | | 0011 202-02273 912.000 m2 | 12.40000 11308.80| | CENTER CURB, CONCRETE, REMOVE | | | 0012 202-74040 1.000 EACH| 427.17000 427.17| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0013 202-74045 1.000 EACH| 54.70000 54.70| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0014 202-74055 1.000 EACH| 2335.10000 2335.10| | OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0015 202-78515 LUMP| 3531.15000 3531.15| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0016 203-02000 10372.000 m3 | 27.00000 280044.00| | EXCAVATION, COMMON | | | 0017 203-02100 26810.000 m3 | 9.65000 258716.50| | EXCAVATION, PEAT | | | 0018 205-06931 68.200 Mg | 62.65000 4272.73| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06933 22.000 EACH| 62.65000 1378.30| | TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-06934 5.300 Mg | 725.60000 3845.68| | TEMPORARY MULCHING | | | 0021 205-06937 2204.000 m | 5.40000 11901.60| | TEMPORARY SILT FENCE | | | 0022 206-93520 1410.000 m2 | 133.30000 187953.00| | TEMPORARY SHEET PILING | | | 0023 207-07498 35928.000 m2 | 1.00000 35928.00| | SUBGRADE TREATMENT, TYPE A | | | 0024 207-07503 3260.000 m2 | 1.00000 3260.00| | SUBGRADE TREATMENT, TYPE E | | | 0025 208-98709 LUMP| 10000.00000 10000.00| | RESHAPE DITCH | | | 0026 211-02050 31505.000 m3 | 13.70000 431618.50| | B BORROW | | | 0027 211-07454 515.000 m3 | 0.01000 5.15| | STRUCTURE BACKFILL | | | 0028 302-06464 5770.000 m3 | 50.25000 289942.50| | SUBBASE FOR PCCP | | | 0030 402-07433 684.000 Mg | 58.00000 39672.00| | HMA SURFACE, TYPE B | | | 0031 402-07438 1151.000 Mg | 41.00000 47191.00| | HMA INTERMEDIATE, TYPE B | | | 0032 402-07441 3743.000 Mg | 37.00000 138491.00| | HMA BASE, TYPE B | | | 0033 406-05520 6.300 Mg | 168.00000 1058.40| | ASPHALT FOR TACK COAT | | | 0034 501-06266 LUMP| 2400.00000 2400.00| | PROFILOGRAPH, PCCP | | | 0035 501-06323 30431.000 m2 | 57.00000 1734567.00| | QC/QA-PCCP, 300 mm | | | 0036 501-06727 LUMP| 3700.00000 3700.00| | CORING, PCCP | | | 0037 503-05240 5570.000 m | 37.00000 206090.00| | D-1 CONTRACTION JOINT | | | 0038 507-07479 29.000 Mg | 215.00000 6235.00| | HMA PARTIAL DEPTH PATCHING | | | 0039 601-01625 1.000 EACH| 1366.90000 1366.90| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0040 601-06228 2.000 EACH| 63676.21000 127352.42| | IMPACT ATTENUATOR, CR, W1, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 601-94689 1.000 EACH| 2392.05000 2392.05| | GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 922.020 m | 46.85000 43196.64| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 605-06090 750.000 m | 46.00000 34500.00| | CURB, INTEGRAL, CONCRETE | | | 0044 605-06140 620.000 m | 50.00000 31000.00| | CURB AND GUTTER, CONCRETE | | | 0045 605-06255 690.000 m2 | 110.00000 75900.00| | CENTER CURB, D, CONCRETE | | | 0046 605-94811 6.000 EACH| 1722.05000 10332.30| | CURB TURNOUT | | | 0047 607-90826 7.000 EACH| 1675.45000 11728.15| | GUTTER TURNOUT, CONCRETE | | | 0048 611-05330 966.000 m2 | 60.00000 57960.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0049 615-06490 18.000 EACH| 123.00000 2214.00| | RIGHT OF WAY MARKER | | | 0050 615-06505 10.000 EACH| 546.75000 5467.50| | MONUMENT, B | | | 0051 615-06510 1.000 EACH| 478.40000 478.40| | MONUMENT, C | | | 0052 615-06515 16.000 EACH| 125.30000 2004.80| | MONUMENT, D | | | 0053 615-06527 1.000 EACH| 484.10000 484.10| | MONUMENT, SECTION CORNER | | | 0054 621-01004 2.000 EACH| 1110.63000 2221.26| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-02468 624.000 kg | 4.80000 2995.20| | SEED MIXTURE, GRASS, 1 | | | 0056 621-06545 2.900 Mg | 772.30000 2239.67| | FERTILIZER | | | 0057 621-06548 7.000 kg | 62.65000 438.55| | SEED MIXTURE, CV | | | 0058 621-06554 468.000 kg | 9.35000 4375.80| | SEED MIXTURE, U | | | 0059 621-06557 128.000 kg | 11.00000 1408.00| | SEED MIXTURE, T | | | 0060 621-06565 20.000 Mg | 588.92000 11778.40| | MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 621-06574 3629.000 m2 | 5.05000 18326.45| | SODDING | | | 0062 622-52436 2.000 EACH| 28.50000 57.00| | SIGN, DO NOT MOW OR SPRAY | | | 0063 622-91786 175.000 EACH| 11.40000 1995.00| | SEEDLING | | | 0064 702-90915 3.000 m3 | 356.60000 1069.80| | CONCRETE, A | | | 0065 715-05048 2817.000 m | 13.65000 38452.05| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0066 715-05053 387.000 m | 44.40000 17182.80| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0067 715-05119 51.000 m | 108.20000 5518.20| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0068 715-05149 572.000 m | 101.40000 58000.80| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0069 715-05154 160.000 m | 126.45000 20232.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0070 715-46000 9.000 EACH| 284.75000 2562.75| | PIPE END SECTION, 300 mm | | | 0071 715-46005 4.000 EACH| 313.26000 1253.04| | PIPE END SECTION, 375 mm | | | 0072 718-06531 19.000 EACH| 227.80000 4328.20| | OUTLET PROTECTOR, 3 | | | 0073 718-06532 1000.000 m | 3.75000 3750.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0074 718-52610 314.000 m3 | 28.50000 8949.00| | AGGREGATE FOR UNDERDRAINS | | | 0075 718-99153 2660.000 m2 | 1.35000 3591.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0076 720-45030 4.000 EACH| 1594.70000 6378.80| | INLET, E7 | | | 0077 720-45035 1.000 EACH| 1594.70000 1594.70| | INLET, F7 | | | 0078 720-45045 2.000 EACH| 1708.60000 3417.20| | INLET, J10 | | | 0079 720-45065 1.000 EACH| 2392.05000 2392.05| | INLET, N12 | | | 0080 720-45250 2.000 EACH| 2961.69000 5923.38| | CATCH BASIN, K10 | | | 0081 720-45400 1.000 EACH| 1708.60000 1708.60| | MANHOLE, A4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 720-92492 2.000 EACH| 1708.60000 3417.20| | MANHOLE, B | | | 0083 720-93979 1.000 EACH| 2619.90000 2619.90| | CATCH BASIN, W2 | | | 0084 720-98174 8.000 EACH| 2619.90000 20959.20| | INLET, B15 | | | 0085 720-98555 1.000 EACH| 2619.90000 2619.90| | INLET, C15 | | | 0086 801-04308 6.000 EACH| 436.25000 2617.50| | ROAD CLOSURE SIGN ASSEMBLY | | | 0087 801-06207 13588.000 m | 3.05000 41443.40| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0088 801-06211 11.000 EACH| 101.40000 1115.40| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0089 801-06640 44.000 EACH| 136.69000 6014.36| | CONSTRUCTION SIGN, A | | | 0090 801-06645 11.000 EACH| 43.30000 476.30| | CONSTRUCTION SIGN, B | | | 0091 801-06649 55.000 EACH| 5.65000 310.75| | TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0092 801-06710 1080.000 DAY | 11.40000 12312.00| | FLASHING ARROW SIGN | | | 0093 801-06775 LUMP| 75000.00000 75000.00| | MAINTAINING TRAFFIC | | | 0094 801-07118 70.000 m | 59.45000 4161.50| | BARRICADE, III-A | | | 0095 801-07119 30.000 m | 58.40000 1752.00| | BARRICADE, III-B | | | 0096 801-09133 3.000 EACH| 9104.65000 27313.95| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0097 801-94295 20.000 EACH| 199.35000 3987.00| | SIGNAL HEAD, RELOCATE | | | 0098 802-05701 59.200 m | 62.20000 3682.24| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0099 802-07158 1.000 EACH| 3645.15000 3645.15| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0100 802-07159 1.000 EACH| 3303.30000 3303.30| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 802-76015 14.640 m2 | 182.26000 2668.29| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0102 802-76025 13.410 m2 | 176.55000 2367.54| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0103 802-76035 4.520 m2 | 210.75000 952.59| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0104 802-76135 1.000 EACH| 9767.60000 9767.60| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0105 802-76140 1.000 EACH| 16209.05000 16209.05| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0106 802-76175 4.800 m | 546.75000 2624.40| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0107 805-01815 6.000 EACH| 1583.30000 9499.80| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0108 805-01842 10.000 EACH| 717.60000 7176.00| | HANDHOLE, SIGNAL | | | 0109 805-01844 860.000 m | 38.15000 32809.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0110 805-78100 2.000 EACH| 8429.15000 16858.30| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0111 805-78205 15.000 EACH| 660.65000 9909.75| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0112 805-78215 2.000 EACH| 666.35000 1332.70| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0113 805-78245 2.000 EACH| 1765.55000 3531.10| | TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | 0114 805-78415 5.000 EACH| 1366.90000 6834.50| | SPAN, CATENARY, AND TETHER | | | 0115 805-78420 5.000 EACH| 199.35000 996.75| | DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 805-78445 2.000 EACH| 580.95000 1161.90| | SIGNAL SERVICE | | | 0117 805-78467 100.000 m | 6.05000 605.00| | SIGNAL CABLE, 3C 8GA. | | | 0118 805-78470 2160.000 m | 2.10000 4536.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0119 805-78485 610.000 m | 3.80000 2318.00| | SIGNAL CABLE, 5C 14GA. | | | 0120 805-78490 330.000 m | 4.25000 1402.50| | SIGNAL CABLE, 7C 14GA. | | | 0121 805-78510 1620.000 m | 3.25000 5265.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0122 805-78785 14.000 EACH| 535.35000 7494.90| | SIGNAL DETECTOR HOUSING | | | 0123 805-78795 640.000 m | 23.90000 15296.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0124 805-78925 2.000 EACH| 865.73000 1731.46| | CONTROLLER CABINET FOUNDATION, P1 | | | 0125 805-81032 6.000 EACH| 2904.73000 17428.38| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0126 805-92504 9.000 EACH| 353.10000 3177.90| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0127 808-03002 760.000 m | 1.40000 1064.00| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0128 808-03631 3400.000 m | 1.40000 4760.00| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0129 808-03632 1875.000 m | 1.40000 2625.00| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0130 808-05534 52.000 m | 3.00000 156.00| | LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0131 808-06716 1452.000 m | 1.70000 2468.40| | LINE, REMOVE | | | 0132 808-07310 455.000 m | 11.22000 5105.10| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 300 mm | | | 0133 808-74805 72.000 m | 21.93000 1578.96| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0134 808-74807 11.000 EACH| 56.85000 625.35| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 190 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,265,910.76 ROUTE : 12 CALL ORDER : 190 CONTRACT ID : R -25756-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 808-74808 4.000 EACH| 150.36000 601.44| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0136 808-74809 2.000 EACH| 225.80000 451.60| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0137 808-75998 132.000 EACH| 54.10000 7141.20| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0138 808-98000 1320.000 m | 3.00000 3960.00| | LINE, EPOXY, SOLID, YELLOW, 200 mm | | | 0139 303-08210 300.000 Mg | 20.00000 6000.00| | COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0140 301-07448 1977.000 Mg | 15.00000 29655.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | SECTION TOTALS | $ 5,432,579.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,432,579.25| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/14/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0821016 0821016 0821016 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 7,838,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,907,209.12 100.8829% 3 35-1698047 GRADEX, INC. $ 7,994,738.20 101.9997% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 8,487,600.00 108.2878% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1698047 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGNING | | | 0001 105-06845 LUMP| 84320.00000 84320.00| 134017.00000 134017.00| 115000.00000 115000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06906 240.000 MOS | 80.00000 19200.00| 100.90000 24216.00| 50.00000 12000.00 CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-07040 24.000 MOS | 2200.00000 52800.00| 2757.84000 66188.16| 2500.00000 60000.00 FIELD OFFICE, C | | | 0004 108-01614 LUMP| 8000.00000 8000.00| 21409.81000 21409.81| 9000.00000 9000.00 PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 391900.00000 391900.00| 329915.00000 329915.00| 405000.00000 405000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 120000.00000 120000.00| 60968.10000 60968.10| 150000.00000 150000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 479.000 m | 9.00000 4311.00| 5.67000 2715.93| 9.45000 4526.55 GUARDRAIL, REMOVE | | | 0008 202-02928 3.000 EACH| 535.00000 1605.00| 312.87000 938.61| 535.00000 1605.00 CATCH BASIN, REMOVE | | | 0009 202-03000 LUMP| 9000.00000 9000.00| 8474.00000 8474.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18C | | | 0010 202-74040 1.000 EACH| 150.00000 150.00| 154.64000 154.64| 430.00000 430.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0011 202-78515 LUMP| 3500.00000 3500.00| 3608.15000 3608.15| 2385.00000 2385.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91385 10.000 EACH| 535.00000 5350.00| 312.87000 3128.70| 535.00000 5350.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1698047 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-91840 500.000 m | 7.00000 3500.00| 5.15000 2575.00| 4.75000 2375.00 FENCE, CHAIN LINK, REMOVE | | | 0014 202-93047 1.000 EACH| 655.00000 655.00| 625.74000 625.74| 655.00000 655.00 MANHOLE, REMOVE | | | 0015 202-96133 1102.000 m | 52.00000 57304.00| 46.11000 50813.22| 52.00000 57304.00 PIPE, REMOVE | | | 0016 202-98695 LUMP| 1450.00000 1450.00| 2061.80000 2061.80| 1450.00000 1450.00 WELL, REMOVE , 1 | | | 0017 202-98695 LUMP| 1450.00000 1450.00| 2061.80000 2061.80| 1450.00000 1450.00 WELL, REMOVE , 2 | | | 0018 203-02000 41834.000 m3 | 18.78000 785642.52| 20.80000 870147.20| 17.41000 728329.94 EXCAVATION, COMMON | | | 0019 203-02080 5.000 km | 30000.00000 150000.00| 1.12000 5.60| 30000.00000 150000.00 LINEAR GRADING | | | 0020 203-05859 1225.000 m3 | 21.00000 25725.00| 14.11000 17284.75| 21.00000 25725.00 FILL , SEPTIC TANK | | | 0021 205-06931 456.000 Mg | 25.00000 11400.00| 63.25000 28842.00| 25.00000 11400.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06933 26.000 EACH| 58.00000 1508.00| 59.79000 1554.54| 61.00000 1586.00 TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06936 300.000 Mg | 25.00000 7500.00| 63.50000 19050.00| 25.00000 7500.00 TEMPORARY SEDIMENT TRAP | | | 0024 205-06937 65.000 m | 4.00000 260.00| 4.12000 267.80| 4.20000 273.00 TEMPORARY SILT FENCE | | | 0025 207-04868 1800.000 Mg | 91.00000 163800.00| 93.81000 168858.00| 95.55000 171990.00 LIME-KILN DUST | | | 0026 207-07498 104921.000 m2 | 3.80000 398699.80| 5.33000 559228.93| 3.85000 403945.85 SUBGRADE TREATMENT, TYPE A | | | 0027 210-06899 4.000 EACH| 3120.00000 12480.00| 3216.41000 12865.64| 5670.00000 22680.00 RADIO SYSTEM, SPREAD SPECTRUM | | | 0029 211-07454 7454.000 m3 | 22.75000 169578.50| 22.90000 170696.60| 22.75000 169578.50 STRUCTURE BACKFILL | | | 0030 213-52830 1113.000 m3 | 75.00000 83475.00| 96.76000 107693.88| 75.00000 83475.00 FLOWABLE MORTAR | | | 0031 301-07448 2725.000 Mg | 17.50000 47687.50| 38.69000 105430.25| 14.25000 38831.25 COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 304-07490 79.000 Mg | 150.00000 11850.00| 109.27000 8632.33| 115.00000 9085.00 HMA PATCHING, TYPE B | | | 0033 306-08043 4720.000 m2 | 2.70000 12744.00| 6.80000 32096.00| 2.50000 11800.00 MILLING, TRANSITION | | | 0034 401-06264 LUMP| 5500.00000 5500.00| 6511.20000 6511.20| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1698047 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 401-07333 1241.000 Mg | 50.50000 62670.50| 49.01000 60821.41| 50.00000 62050.00 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0036 401-07335 5457.000 Mg | 45.00000 245565.00| 49.71000 271267.47| 47.00000 256479.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0037 401-07402 2075.000 Mg | 39.00000 80925.00| 36.64000 76028.00| 40.00000 83000.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0038 401-07404 10181.000 Mg | 30.00000 305430.00| 32.50000 330882.50| 32.00000 325792.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0039 401-07407 6709.000 Mg | 30.00000 201270.00| 30.72000 206100.48| 31.00000 207979.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0040 401-07409 28757.000 Mg | 28.00000 805196.00| 28.96000 832802.72| 29.00000 833953.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0042 402-07434 1754.000 Mg | 44.00000 77176.00| 45.20000 79280.80| 46.00000 80684.00 HMA SURFACE, TYPE C | | | 0043 402-07439 4676.000 Mg | 30.00000 140280.00| 27.60000 129057.60| 30.00000 140280.00 HMA INTERMEDIATE, TYPE C | | | 0044 402-07442 7598.000 Mg | 28.00000 212744.00| 25.70000 195268.60| 29.00000 220342.00 HMA BASE, TYPE C | | | 0045 402-07451 358.000 Mg | 50.00000 17900.00| 37.64000 13475.12| 45.00000 16110.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0046 404-05511 6272.000 m2 | 2.75000 17248.00| 2.11000 13233.92| 2.22000 13923.84 SEAL COAT, 2 | | | 0047 405-05517 10.000 Mg | 450.00000 4500.00| 467.43000 4674.30| 491.00000 4910.00 ASPHALT FOR PRIME COAT | | | 0048 406-05520 87.000 Mg | 200.00000 17400.00| 203.59000 17712.33| 214.00000 18618.00 ASPHALT FOR TACK COAT | | | 0049 601-05071 1.000 EACH| 1700.00000 1700.00| 2010.26000 2010.26| 1785.00000 1785.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0050 601-94689 5.000 EACH| 2300.00000 11500.00| 2087.57000 10437.85| 2415.00000 12075.00 GUARDRAIL END TREATMENT, OS | | | 0051 601-99105 160.000 m | 36.00000 5760.00| 42.22000 6755.20| 37.80000 6048.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0052 602-06646 2160.000 m | 40.00000 86400.00| 37.61000 81237.60| 45.00000 97200.00 TEMPORARY CONCRETE BARRIER | | | 0053 605-02493 170.000 m2 | 82.50000 14025.00| 80.32000 13654.40| 42.00000 7140.00 CURB ISLAND, CONCRETE | | | 0054 605-05525 782.000 m | 32.00000 25024.00| 19.29000 15084.78| 20.25000 15835.50 CENTER CURB, B, HMA , MODIFIED, | | | CORRUGATED | | | 0055 605-06145 116.000 m | 73.00000 8468.00| 71.00000 8236.00| 63.00000 7308.00 CURB AND GUTTER, B, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1698047 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 610-07486 1563.000 Mg | 57.00000 89091.00| 58.49000 91419.87| 61.00000 95343.00 HMA FOR APPROACHES, TYPE A | | | 0057 611-05330 112.000 m2 | 79.00000 8848.00| 57.19000 6405.28| 52.00000 5824.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0058 611-06497 25.000 EACH| 125.00000 3125.00| 193.81000 4845.25| 131.00000 3275.00 MAILBOX ASSEMBLY, SINGLE | | | 0059 611-06498 7.000 EACH| 165.00000 1155.00| 257.73000 1804.11| 173.00000 1211.00 MAILBOX ASSEMBLY, DOUBLE | | | 0060 615-06490 91.000 EACH| 105.00000 9555.00| 110.31000 10038.21| 110.00000 10010.00 RIGHT OF WAY MARKER | | | 0061 615-06505 9.000 EACH| 425.00000 3825.00| 494.83000 4453.47| 446.00000 4014.00 MONUMENT, B | | | 0062 616-02320 404.000 m2 | 2.00000 808.00| 3.00000 1212.00| 2.00000 808.00 GEOTEXTILES | | | 0063 616-06405 290.000 Mg | 25.00000 7250.00| 31.54000 9146.60| 25.00000 7250.00 RIPRAP, REVETMENT | | | 0064 621-01004 4.000 EACH| 200.00000 800.00| 206.18000 824.72| 210.00000 840.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0065 621-06545 1.000 Mg | 345.00000 345.00| 355.66000 355.66| 362.00000 362.00 FERTILIZER | | | 0066 621-06548 16.000 kg | 62.00000 992.00| 63.92000 1022.72| 65.00000 1040.00 SEED MIXTURE, CV | | | 0067 621-06554 245.000 kg | 5.43000 1330.35| 5.60000 1372.00| 5.70000 1396.50 SEED MIXTURE, U | | | 0068 621-06565 7.000 Mg | 492.00000 3444.00| 507.20000 3550.40| 517.00000 3619.00 MULCHING MATERIAL | | | 0069 621-06567 962.000 kL | 0.60000 577.20| 0.62000 596.44| 0.63000 606.06 WATER | | | 0070 621-06575 53400.000 m2 | 3.33000 177822.00| 2.85000 152190.00| 2.90000 154860.00 SODDING, NURSERY | | | 0071 621-07109 LUMP| 57000.00000 57000.00| 36541.74000 36541.74| 57000.00000 57000.00 WATER PUMPING , DEWATERING | | | 0072 714-26709 48.000 m | 1305.00000 62640.00| 1281.16000 61495.68| 1305.00000 62640.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1500 mm | | | 0073 714-99346 180.000 m | 524.00000 94320.00| 469.19000 84454.20| 524.00000 94320.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0074 715-05024 150.000 m | 196.00000 29400.00| 169.94000 25491.00| 196.00000 29400.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1698047 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 715-05048 4500.000 m | 10.00000 45000.00| 9.83000 44235.00| 10.00000 45000.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0076 715-05053 237.000 m | 54.00000 12798.00| 38.99000 9240.63| 54.00000 12798.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0077 715-05119 27.000 m | 105.00000 2835.00| 91.10000 2459.70| 105.00000 2835.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0078 715-05122 45.000 m | 117.00000 5265.00| 120.76000 5434.20| 117.00000 5265.00 PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0079 715-05151 635.000 m | 89.00000 56515.00| 92.91000 58997.85| 89.00000 56515.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0080 715-05152 530.000 m | 99.00000 52470.00| 96.66000 51229.80| 99.00000 52470.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0081 715-05159 275.000 m | 233.00000 64075.00| 206.75000 56856.25| 233.00000 64075.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0082 715-05169 149.000 m | 89.00000 13261.00| 127.30000 18967.70| 89.00000 13261.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0083 715-05171 48.000 m | 99.00000 4752.00| 123.11000 5909.28| 99.00000 4752.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0084 715-05172 29.000 m | 118.00000 3422.00| 106.79000 3096.91| 118.00000 3422.00 PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0085 715-05173 28.000 m | 130.00000 3640.00| 170.85000 4783.80| 130.00000 3640.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0086 715-05174 127.000 m | 142.00000 18034.00| 157.50000 20002.50| 142.00000 18034.00 PIPE, TYPE 3, CIRCULAR, 675 mm | | | 0087 715-05177 46.000 m | 196.00000 9016.00| 195.64000 8999.44| 196.00000 9016.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0088 715-05251 47.000 m | 685.00000 32195.00| 446.06000 20964.82| 685.00000 32195.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.79 | | | m2 | | | 0089 715-05408 258.000 m | 101.00000 26058.00| 87.80000 22652.40| 101.00000 26058.00 PIPE, SANITARY SEWER, 200 mm , 2.4 TO | | | 3.0 m DEEP | | | 0090 715-05408 246.000 m | 105.00000 25830.00| 95.72000 23547.12| 105.00000 25830.00 PIPE, SANITARY SEWER, 200 mm , 3.0 TO | | | 3.6 m DEEP | | | 0091 715-05408 202.000 m | 109.00000 22018.00| 130.37000 26334.74| 109.00000 22018.00 PIPE, SANITARY SEWER, 200 mm , 3.6 TO | | | 4.3 m DEEP | | | 0092 715-05408 708.000 m | 97.00000 68676.00| 83.71000 59266.68| 97.00000 68676.00 PIPE, SANITARY SEWER, 200 mm , O TO 2.4 | | | m DEEP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1698047 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 715-05411 62.000 m | 126.00000 7812.00| 100.03000 6201.86| 126.00000 7812.00 PIPE, SANITARY SEWER, 300 mm , 0 TO 2.4 | | | m DEEP | | | 0094 715-05411 47.000 m | 130.00000 6110.00| 105.50000 4958.50| 130.00000 6110.00 PIPE, SANITARY SEWER, 300 mm , 2.4 TO | | | 3.0 m DEEP | | | 0095 715-05411 38.000 m | 138.00000 5244.00| 117.64000 4470.32| 138.00000 5244.00 PIPE, SANITARY SEWER, 300 mm , 3.0 TO | | | 3.6 m DEEP | | | 0096 715-05411 180.000 m | 154.00000 27720.00| 126.43000 22757.40| 154.00000 27720.00 PIPE, SANITARY SEWER, 300 mm , 3.6 TO | | | 4.3 m DEEP | | | 0097 715-05411 82.000 m | 161.00000 13202.00| 135.21000 11087.22| 161.00000 13202.00 PIPE, SANITARY SEWER, 300 mm , 4.3 TO | | | 4.9 m DEEP | | | 0098 715-05411 111.000 m | 180.00000 19980.00| 163.37000 18134.07| 180.00000 19980.00 PIPE, SANITARY SEWER, 300 mm , 4.9 TO | | | 5.5 m DEEP | | | 0099 715-05412 6.000 m | 343.00000 2058.00| 141.32000 847.92| 343.00000 2058.00 PIPE, SANITARY SEWER, 375 mm , 3.0 TO | | | 3.6 m DEEP | | | 0100 715-05412 209.000 m | 176.00000 36784.00| 142.20000 29719.80| 176.00000 36784.00 PIPE, SANITARY SEWER, 375 mm , 3.6 TO | | | 4.3 m DEEP | | | 0101 715-05412 375.000 m | 184.00000 69000.00| 167.89000 62958.75| 184.00000 69000.00 PIPE, SANITARY SEWER, 375 mm , 4.3 TO | | | 4.9 m DEEP | | | 0102 715-05412 198.000 m | 192.00000 38016.00| 239.59000 47438.82| 192.00000 38016.00 PIPE, SANITARY SEWER, 375 mm , 4.9 TO | | | 5.5 m DEEP | | | 0103 715-05412 22.000 m | 245.00000 5390.00| 414.53000 9119.66| 245.00000 5390.00 PIPE, SANITARY SEWER, 375 mm , 5.5 TO | | | 6.1 m DEEP | | | 0104 715-05413 107.000 m | 308.00000 32956.00| 224.90000 24064.30| 308.00000 32956.00 PIPE, SANITARY SEWER, 450 mm , 4.9 TO | | | 5.5 m DEEP | | | 0105 715-05413 27.000 m | 397.00000 10719.00| 248.69000 6714.63| 397.00000 10719.00 PIPE, SANITARY SEWER, 450 mm , 5.5 TO | | | 6.1 m DEEP | | | 0106 715-05413 84.000 m | 364.00000 30576.00| 260.36000 21870.24| 364.00000 30576.00 PIPE, SANITARY SEWER, 450 mm , 6.1 TO | | | 6.7 m DEEP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1698047 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 715-05413 41.000 m | 380.00000 15580.00| 293.64000 12039.24| 380.00000 15580.00 PIPE, SANITARY SEWER, 450 mm , 6.7 TO | | | 7.3 m DEEP | | | 0108 715-05413 79.000 m | 402.00000 31758.00| 343.86000 27164.94| 402.00000 31758.00 PIPE, SANITARY SEWER, 450 mm , 7.3 TO | | | 7.9 m DEEP | | | 0109 715-05413 245.000 m | 434.00000 106330.00| 394.44000 96637.80| 434.00000 106330.00 PIPE, SANITARY SEWER, 450 mm , 7.9 TO | | | 8.5 m DEEP | | | 0110 715-05413 145.000 m | 450.00000 65250.00| 415.87000 60301.15| 450.00000 65250.00 PIPE, SANITARY SEWER, 450 mm , 8.5 TO | | | 9.1 m DEEP | | | 0111 715-05711 624.000 m | 104.00000 64896.00| 68.41000 42687.84| 104.00000 64896.00 PIPE, SANITARY SEWER, 150 mm , LATERAL | | | SERVICE | | | 0112 715-46010 6.000 EACH| 405.00000 2430.00| 375.91000 2255.46| 405.00000 2430.00 PIPE END SECTION, 450 mm | | | 0113 715-46015 4.000 EACH| 440.00000 1760.00| 500.25000 2001.00| 440.00000 1760.00 PIPE END SECTION, 525 mm | | | 0114 715-46020 4.000 EACH| 460.00000 1840.00| 412.61000 1650.44| 460.00000 1840.00 PIPE END SECTION, 600 mm | | | 0115 715-46025 14.000 EACH| 570.00000 7980.00| 672.42000 9413.88| 570.00000 7980.00 PIPE END SECTION, 675 mm | | | 0116 715-46040 8.000 EACH| 680.00000 5440.00| 1067.98000 8543.84| 680.00000 5440.00 PIPE END SECTION, 900 mm | | | 0117 718-06528 21.000 EACH| 755.00000 15855.00| 618.54000 12989.34| 755.00000 15855.00 OUTLET PROTECTOR, 1 | | | 0118 718-06529 16.000 EACH| 444.00000 7104.00| 567.00000 9072.00| 444.00000 7104.00 OUTLET PROTECTOR, 2 | | | 0119 718-06531 4.000 EACH| 285.00000 1140.00| 515.45000 2061.80| 285.00000 1140.00 OUTLET PROTECTOR, 3 | | | 0120 718-06532 1000.000 m | 3.00000 3000.00| 3.40000 3400.00| 3.30000 3300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0121 718-52610 950.000 m3 | 36.00000 34200.00| 28.28000 26866.00| 36.00000 34200.00 AGGREGATE FOR UNDERDRAINS | | | 0122 718-99153 8078.000 m2 | 1.10000 8885.80| 1.68000 13571.04| 1.10000 8885.80 GEOTEXTILES FOR UNDERDRAIN | | | 0123 720-44040 2.000 EACH| 900.00000 1800.00| 459.33000 918.66| 900.00000 1800.00 CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0124 720-45030 17.000 EACH| 1400.00000 23800.00| 928.48000 15784.16| 1400.00000 23800.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1698047 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0125 720-45035 15.000 EACH| 1400.00000 21000.00| 929.44000 13941.60| 1400.00000 21000.00 INLET, F7 | | | 0126 720-45405 4.000 EACH| 2500.00000 10000.00| 1958.50000 7834.00| 2500.00000 10000.00 MANHOLE, B4 | | | 0127 720-45410 14.000 EACH| 2000.00000 28000.00| 3650.60000 51108.40| 2000.00000 28000.00 MANHOLE, C4 , 0 TO 2.4 m DEEP | | | 0128 720-45410 2.000 EACH| 1950.00000 3900.00| 3650.69000 7301.38| 1950.00000 3900.00 MANHOLE, C4 , 2.4 TO 3.0 m DEEP | | | 0129 720-45410 9.000 EACH| 2300.00000 20700.00| 3758.15000 33823.35| 2300.00000 20700.00 MANHOLE, C4 , 3.6 TO 4.3 m DEEP | | | 0130 720-45410 1.000 EACH| 3710.00000 3710.00| 3972.29000 3972.29| 3710.00000 3710.00 MANHOLE, C4 , 3.7 TO 7.3 m DEEP | | | 0131 720-45410 2.000 EACH| 2250.00000 4500.00| 3973.79000 7947.58| 2250.00000 4500.00 MANHOLE, C4 , 4.3 TO 4.9 m DEEP | | | 0132 720-45410 4.000 EACH| 3490.00000 13960.00| 6555.43000 26221.72| 3490.00000 13960.00 MANHOLE, C4 , 4.9 TO 5.5 m DEEP | | | 0133 720-45410 2.000 EACH| 4500.00000 9000.00| 6555.57000 13111.14| 4500.00000 9000.00 MANHOLE, C4 , 7.3 TO 7.9 m DEEP | | | 0134 720-96030 1.000 EACH| 2370.00000 2370.00| 1723.05000 1723.05| 2370.00000 2370.00 MANHOLE, MODIFIED , 1200 mm X 1200 mm, | | | STR. NO. 120 | | | 0135 720-96030 1.000 EACH| 4100.00000 4100.00| 3252.90000 3252.90| 4100.00000 4100.00 MANHOLE, MODIFIED 1500 X 1500, STR. 79 | | | 0136 720-96030 1.000 EACH| 4100.00000 4100.00| 3252.90000 3252.90| 4100.00000 4100.00 MANHOLE, MODIFIED 1500 X 1500, STR. 83 | | | 0137 720-96030 1.000 EACH| 4100.00000 4100.00| 3306.75000 3306.75| 4100.00000 4100.00 MANHOLE, MODIFIED 1500 X 1500, STR. 83A | | | 0138 720-96030 1.000 EACH| 5100.00000 5100.00| 4731.65000 4731.65| 5100.00000 5100.00 MANHOLE, MODIFIED 1800 X 1800, STR. 82 | | | 0139 720-96030 1.000 EACH| 5100.00000 5100.00| 4731.65000 4731.65| 5100.00000 5100.00 MANHOLE, MODIFIED 1800 X 1800, STR. 82A | | | 0140 720-96030 1.000 EACH| 5100.00000 5100.00| 4731.65000 4731.65| 5100.00000 5100.00 MANHOLE, MODIFIED 1800 X 1800, STR. 85 | | | 0141 720-96030 1.000 EACH| 5100.00000 5100.00| 4731.65000 4731.65| 5100.00000 5100.00 MANHOLE, MODIFIED 1800 X 1800, STR. 90 | | | 0142 720-96030 1.000 EACH| 8400.00000 8400.00| 4680.28000 4680.28| 8400.00000 8400.00 MANHOLE, MODIFIED 1800 X 1800, STR. 93 | | | 0143 720-96030 1.000 EACH| 7600.00000 7600.00| 6195.04000 6195.04| 7600.00000 7600.00 MANHOLE, MODIFIED 2400 X 2400, STR. 96 | | | 0144 720-98625 1.000 EACH| 6000.00000 6000.00| 4720.47000 4720.47| 6000.00000 6000.00 MANHOLE, C4, DROP , 3.6 TO 4.3 m DEEP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1698047 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 720-98625 1.000 EACH| 5000.00000 5000.00| 5689.13000 5689.13| 5000.00000 5000.00 MANHOLE, C4, DROP , 4.3 TO 4.9 m DEEP | | | 0146 720-98625 1.000 EACH| 7000.00000 7000.00| 6657.24000 6657.24| 7000.00000 7000.00 MANHOLE, C4, DROP , 5.5 TO 6.1 m DEEP | | | 0147 720-98625 1.000 EACH| 9000.00000 9000.00| 7625.33000 7625.33| 9000.00000 9000.00 MANHOLE, C4, DROP , 6.7 TO 7.3 m DEEP | | | 0148 801-01504 22.000 EACH| 35.00000 770.00| 41.24000 907.28| 42.00000 924.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0149 801-01505 22.000 EACH| 40.00000 880.00| 51.55000 1134.10| 52.50000 1155.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0152 801-04308 6.000 EACH| 668.00000 4008.00| 688.64000 4131.84| 220.00000 1320.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0153 801-06203 8989.000 m | 0.40000 3595.60| 0.41000 3685.49| 0.58000 5213.62 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0154 801-06207 7887.000 m | 2.97000 23424.39| 3.06000 24134.22| 3.10000 24449.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0155 801-06211 22.000 EACH| 75.00000 1650.00| 77.32000 1701.04| 63.00000 1386.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0156 801-06212 22.000 EACH| 77.00000 1694.00| 79.38000 1746.36| 94.50000 2079.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0157 801-06216 41.000 m | 4.00000 164.00| 4.12000 168.92| 10.50000 430.50 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0158 801-06218 29.000 m | 22.00000 638.00| 22.68000 657.72| 31.50000 913.50 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0161 801-06625 60.000 EACH| 125.00000 7500.00| 128.86000 7731.60| 136.50000 8190.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0162 801-06640 38.000 EACH| 269.00000 10222.00| 277.31000 10537.78| 220.00000 8360.00 CONSTRUCTION SIGN, A | | | 0163 801-06645 10.000 EACH| 61.00000 610.00| 62.89000 628.90| 42.00000 420.00 CONSTRUCTION SIGN, B | | | 0164 801-06775 LUMP| 228324.23000 228324.23| 202824.37000 202824.37| 250000.00000 250000.00 MAINTAINING TRAFFIC | | | 0165 801-07118 22.000 m | 75.00000 1650.00| 77.32000 1701.04| 40.00000 880.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1698047 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0166 801-07119 44.000 m | 79.00000 3476.00| 81.44000 3583.36| 40.00000 1760.00 BARRICADE, III-B | | | 0167 801-09133 2.000 EACH| 12900.00000 25800.00| 13298.61000 26597.22| 18900.00000 37800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0168 801-94295 32.000 EACH| 250.00000 8000.00| 257.73000 8247.36| 146.00000 4672.00 SIGNAL HEAD, RELOCATE | | | 0169 802-05701 91.000 m | 18.00000 1638.00| 18.56000 1688.96| 44.00000 4004.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0170 802-05702 74.000 m | 14.00000 1036.00| 14.43000 1067.82| 38.00000 2812.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0171 802-76025 17.000 m2 | 150.00000 2550.00| 154.64000 2628.88| 186.00000 3162.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0172 802-76035 30.000 m2 | 120.00000 3600.00| 123.71000 3711.30| 192.00000 5760.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0173 805-01815 8.000 EACH| 1800.00000 14400.00| 1855.62000 14844.96| 1848.00000 14784.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0174 805-01842 20.000 EACH| 750.00000 15000.00| 773.18000 15463.60| 840.00000 16800.00 HANDHOLE, SIGNAL | | | 0175 805-01844 920.000 m | 40.00000 36800.00| 41.24000 37940.80| 48.00000 44160.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0176 805-02087 LUMP| 500.00000 500.00| 515.45000 515.45| 903.00000 903.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0177 805-78100 2.000 EACH| 12250.00000 24500.00| 12628.53000 25257.06| 12180.00000 24360.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0178 805-78205 8.000 EACH| 720.00000 5760.00| 742.25000 5938.00| 630.00000 5040.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0179 805-78215 4.000 EACH| 780.00000 3120.00| 804.10000 3216.40| 693.00000 2772.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0180 805-78230 12.000 EACH| 1200.00000 14400.00| 1237.08000 14844.96| 1092.00000 13104.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0181 805-78415 8.000 EACH| 1450.00000 11600.00| 1494.81000 11958.48| 1974.00000 15792.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1698047 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0182 805-78420 8.000 EACH| 280.00000 2240.00| 288.65000 2309.20| 271.00000 2168.00 DISCONNECT HANGER | | | 0183 805-78445 2.000 EACH| 400.00000 800.00| 412.36000 824.72| 355.00000 710.00 SIGNAL SERVICE | | | 0184 805-78467 30.000 m | 4.80000 144.00| 4.95000 148.50| 7.56000 226.80 SIGNAL CABLE, 3C 8GA. | | | 0185 805-78485 240.000 m | 4.20000 1008.00| 4.33000 1039.20| 6.72000 1612.80 SIGNAL CABLE, 5C 14GA. | | | 0186 805-78490 1080.000 m | 4.40000 4752.00| 4.54000 4903.20| 6.93000 7484.40 SIGNAL CABLE, 7C 14GA. | | | 0187 805-78510 2100.000 m | 4.10000 8610.00| 4.23000 8883.00| 4.00000 8400.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0188 805-78746 920.000 m | 17.50000 16100.00| 18.04000 16596.80| 26.00000 23920.00 PREFORMED LOOP DETECTORS | | | 0189 805-78925 2.000 EACH| 550.00000 1100.00| 567.00000 1134.00| 1105.00000 2210.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0190 805-81060 8.000 EACH| 3120.00000 24960.00| 3216.41000 25731.28| 2730.00000 21840.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0191 805-92504 16.000 EACH| 160.00000 2560.00| 164.94000 2639.04| 116.00000 1856.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0192 808-04298 1.000 EACH| 285.00000 285.00| 293.81000 293.81| 368.00000 368.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0193 808-06701 1044.000 m | 1.25000 1305.00| 1.29000 1346.76| 0.88000 918.72 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0194 808-06703 3440.000 m | 0.93000 3199.20| 0.96000 3302.40| 0.88000 3027.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0195 808-06713 6459.000 m | 0.39000 2519.01| 0.40000 2583.60| 0.35000 2260.65 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0196 808-75240 526.000 m | 1.20000 631.20| 1.24000 652.24| 0.88000 462.88 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0197 808-75245 3770.000 m | 0.93000 3506.10| 0.96000 3619.20| 0.88000 3317.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0198 808-75278 100.000 m | 4.00000 400.00| 4.12000 412.00| 5.25000 525.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0199 808-75290 69.000 m | 9.95000 686.55| 10.26000 707.94| 10.50000 724.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1698047 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 808-75297 144.000 m | 10.50000 1512.00| 10.82000 1558.08| 10.50000 1512.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0201 808-75320 59.000 EACH| 54.00000 3186.00| 55.67000 3284.53| 47.25000 2787.75 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0202 808-75325 47.000 EACH| 56.00000 2632.00| 57.73000 2713.31| 57.75000 2714.25 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0203 808-92027 969.000 m | 1.95000 1889.55| 2.01000 1947.69| 2.78000 2693.82 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0204 801-53072 LUMP| 10800.00000 10800.00| 11133.72000 11133.72| 5000.00000 5000.00 TEMPORARY TRAFFIC SIGNAL , FRANKLIN ROAD| | | 0205 801-53072 LUMP| 9800.00000 9800.00| 10102.82000 10102.82| 5000.00000 5000.00 TEMPORARY TRAFFIC SIGNAL , POST ROAD | | | 0206 401-07428 11304.000 Mg | 30.00000 339120.00| 31.36000 354493.44| 32.93000 372240.72 QC/QA-HMA, 3, 70, BASE, 19.0 mm | | | 0207 715-46005 23.000 EACH| 378.00000 8694.00| 296.52000 6819.96| 378.00000 8694.00 PIPE END SECTION, 375 mm | | | 0208 211-02050 1000.000 m3 | 17.00000 17000.00| 16.44000 16440.00| 17.00000 17000.00 B BORROW | | | 0209 805-08244 1.000 EACH| 1120.00000 1120.00| 1154.61000 1154.61| 1700.00000 1700.00 CELLULAR MODEM KIT | | | 0210 802-04314 8.000 EACH| 120.00000 960.00| 123.71000 989.68| 160.00000 1280.00 SIGN , SHEET, RESET | | | SECTION TOTALS | $ 7,838,000.00| $ 7,907,209.12| $ 7,994,738.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,838,000.00| $ 7,907,209.12| $ 7,994,738.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGNING | | | 0001 105-06845 LUMP| 110000.00000 110000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06906 240.000 MOS | 100.00000 24000.00| | CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-07040 24.000 MOS | 2700.00000 64800.00| | FIELD OFFICE, C | | | 0004 108-01614 LUMP| 20000.00000 20000.00| | PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 430000.00000 430000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 58727.60000 58727.60| | CLEARING RIGHT OF WAY | | | 0007 202-02241 479.000 m | 5.60000 2682.40| | GUARDRAIL, REMOVE | | | 0008 202-02928 3.000 EACH| 310.00000 930.00| | CATCH BASIN, REMOVE | | | 0009 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18C | | | 0010 202-74040 1.000 EACH| 150.00000 150.00| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0011 202-78515 LUMP| 3600.00000 3600.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91385 10.000 EACH| 300.00000 3000.00| | INLET, REMOVE | | | 0013 202-91840 500.000 m | 6.00000 3000.00| | FENCE, CHAIN LINK, REMOVE | | | 0014 202-93047 1.000 EACH| 700.00000 700.00| | MANHOLE, REMOVE | | | 0015 202-96133 1102.000 m | 40.00000 44080.00| | PIPE, REMOVE | | | 0016 202-98695 LUMP| 2000.00000 2000.00| | WELL, REMOVE , 1 | | | 0017 202-98695 LUMP| 2000.00000 2000.00| | WELL, REMOVE , 2 | | | 0018 203-02000 41834.000 m3 | 18.00000 753012.00| | EXCAVATION, COMMON | | | 0019 203-02080 5.000 km | 8000.00000 40000.00| | LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 203-05859 1225.000 m3 | 52.00000 63700.00| | FILL , SEPTIC TANK | | | 0021 205-06931 456.000 Mg | 45.00000 20520.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06933 26.000 EACH| 52.00000 1352.00| | TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06936 300.000 Mg | 45.00000 13500.00| | TEMPORARY SEDIMENT TRAP | | | 0024 205-06937 65.000 m | 15.00000 975.00| | TEMPORARY SILT FENCE | | | 0025 207-04868 1800.000 Mg | 94.00000 169200.00| | LIME-KILN DUST | | | 0026 207-07498 104921.000 m2 | 5.00000 524605.00| | SUBGRADE TREATMENT, TYPE A | | | 0027 210-06899 4.000 EACH| 3200.00000 12800.00| | RADIO SYSTEM, SPREAD SPECTRUM | | | 0029 211-07454 7454.000 m3 | 29.00000 216166.00| | STRUCTURE BACKFILL | | | 0030 213-52830 1113.000 m3 | 72.00000 80136.00| | FLOWABLE MORTAR | | | 0031 301-07448 2725.000 Mg | 20.00000 54500.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 304-07490 79.000 Mg | 130.00000 10270.00| | HMA PATCHING, TYPE B | | | 0033 306-08043 4720.000 m2 | 2.50000 11800.00| | MILLING, TRANSITION | | | 0034 401-06264 LUMP| 3000.00000 3000.00| | PROFILOGRAPH, HMA | | | 0035 401-07333 1241.000 Mg | 50.00000 62050.00| | QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0036 401-07335 5457.000 Mg | 53.00000 289221.00| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0037 401-07402 2075.000 Mg | 40.00000 83000.00| | QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0038 401-07404 10181.000 Mg | 37.00000 376697.00| | QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0039 401-07407 6709.000 Mg | 32.00000 214688.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0040 401-07409 28757.000 Mg | 32.00000 920224.00| | QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0042 402-07434 1754.000 Mg | 53.00000 92962.00| | HMA SURFACE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 402-07439 4676.000 Mg | 33.00000 154308.00| | HMA INTERMEDIATE, TYPE C | | | 0044 402-07442 7598.000 Mg | 33.00000 250734.00| | HMA BASE, TYPE C | | | 0045 402-07451 358.000 Mg | 45.00000 16110.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0046 404-05511 6272.000 m2 | 1.50000 9408.00| | SEAL COAT, 2 | | | 0047 405-05517 10.000 Mg | 300.00000 3000.00| | ASPHALT FOR PRIME COAT | | | 0048 406-05520 87.000 Mg | 200.00000 17400.00| | ASPHALT FOR TACK COAT | | | 0049 601-05071 1.000 EACH| 2000.00000 2000.00| | GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0050 601-94689 5.000 EACH| 2100.00000 10500.00| | GUARDRAIL END TREATMENT, OS | | | 0051 601-99105 160.000 m | 42.00000 6720.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0052 602-06646 2160.000 m | 43.00000 92880.00| | TEMPORARY CONCRETE BARRIER | | | 0053 605-02493 170.000 m2 | 90.00000 15300.00| | CURB ISLAND, CONCRETE | | | 0054 605-05525 782.000 m | 25.00000 19550.00| | CENTER CURB, B, HMA , MODIFIED, | | | CORRUGATED | | | 0055 605-06145 116.000 m | 95.00000 11020.00| | CURB AND GUTTER, B, CONCRETE | | | 0056 610-07486 1563.000 Mg | 80.00000 125040.00| | HMA FOR APPROACHES, TYPE A | | | 0057 611-05330 112.000 m2 | 50.00000 5600.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0058 611-06497 25.000 EACH| 190.00000 4750.00| | MAILBOX ASSEMBLY, SINGLE | | | 0059 611-06498 7.000 EACH| 260.00000 1820.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0060 615-06490 91.000 EACH| 110.00000 10010.00| | RIGHT OF WAY MARKER | | | 0061 615-06505 9.000 EACH| 490.00000 4410.00| | MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 616-02320 404.000 m2 | 3.00000 1212.00| | GEOTEXTILES | | | 0063 616-06405 290.000 Mg | 40.00000 11600.00| | RIPRAP, REVETMENT | | | 0064 621-01004 4.000 EACH| 460.00000 1840.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0065 621-06545 1.000 Mg | 700.00000 700.00| | FERTILIZER | | | 0066 621-06548 16.000 kg | 57.00000 912.00| | SEED MIXTURE, CV | | | 0067 621-06554 245.000 kg | 8.50000 2082.50| | SEED MIXTURE, U | | | 0068 621-06565 7.000 Mg | 530.00000 3710.00| | MULCHING MATERIAL | | | 0069 621-06567 962.000 kL | 2.60000 2501.20| | WATER | | | 0070 621-06575 53400.000 m2 | 3.10000 165540.00| | SODDING, NURSERY | | | 0071 621-07109 LUMP| 300000.00000 300000.00| | WATER PUMPING , DEWATERING | | | 0072 714-26709 48.000 m | 2000.00000 96000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1500 mm | | | 0073 714-99346 180.000 m | 700.00000 126000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0074 715-05024 150.000 m | 200.00000 30000.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0075 715-05048 4500.000 m | 8.30000 37350.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0076 715-05053 237.000 m | 39.00000 9243.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0077 715-05119 27.000 m | 115.00000 3105.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0078 715-05122 45.000 m | 125.00000 5625.00| | PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0079 715-05151 635.000 m | 100.00000 63500.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0080 715-05152 530.000 m | 110.00000 58300.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 715-05159 275.000 m | 260.00000 71500.00| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0082 715-05169 149.000 m | 85.00000 12665.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0083 715-05171 48.000 m | 90.00000 4320.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0084 715-05172 29.000 m | 97.00000 2813.00| | PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0085 715-05173 28.000 m | 110.00000 3080.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0086 715-05174 127.000 m | 120.00000 15240.00| | PIPE, TYPE 3, CIRCULAR, 675 mm | | | 0087 715-05177 46.000 m | 290.00000 13340.00| | PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0088 715-05251 47.000 m | 690.00000 32430.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 1.79 | | | m2 | | | 0089 715-05408 258.000 m | 103.00000 26574.00| | PIPE, SANITARY SEWER, 200 mm , 2.4 TO | | | 3.0 m DEEP | | | 0090 715-05408 246.000 m | 106.00000 26076.00| | PIPE, SANITARY SEWER, 200 mm , 3.0 TO | | | 3.6 m DEEP | | | 0091 715-05408 202.000 m | 118.00000 23836.00| | PIPE, SANITARY SEWER, 200 mm , 3.6 TO | | | 4.3 m DEEP | | | 0092 715-05408 708.000 m | 93.00000 65844.00| | PIPE, SANITARY SEWER, 200 mm , O TO 2.4 | | | m DEEP | | | 0093 715-05411 62.000 m | 94.00000 5828.00| | PIPE, SANITARY SEWER, 300 mm , 0 TO 2.4 | | | m DEEP | | | 0094 715-05411 47.000 m | 113.00000 5311.00| | PIPE, SANITARY SEWER, 300 mm , 2.4 TO | | | 3.0 m DEEP | | | 0095 715-05411 38.000 m | 123.00000 4674.00| | PIPE, SANITARY SEWER, 300 mm , 3.0 TO | | | 3.6 m DEEP | | | 0096 715-05411 180.000 m | 133.00000 23940.00| | PIPE, SANITARY SEWER, 300 mm , 3.6 TO | | | 4.3 m DEEP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 715-05411 82.000 m | 144.00000 11808.00| | PIPE, SANITARY SEWER, 300 mm , 4.3 TO | | | 4.9 m DEEP | | | 0098 715-05411 111.000 m | 160.00000 17760.00| | PIPE, SANITARY SEWER, 300 mm , 4.9 TO | | | 5.5 m DEEP | | | 0099 715-05412 6.000 m | 133.00000 798.00| | PIPE, SANITARY SEWER, 375 mm , 3.0 TO | | | 3.6 m DEEP | | | 0100 715-05412 209.000 m | 144.00000 30096.00| | PIPE, SANITARY SEWER, 375 mm , 3.6 TO | | | 4.3 m DEEP | | | 0101 715-05412 375.000 m | 154.00000 57750.00| | PIPE, SANITARY SEWER, 375 mm , 4.3 TO | | | 4.9 m DEEP | | | 0102 715-05412 198.000 m | 175.00000 34650.00| | PIPE, SANITARY SEWER, 375 mm , 4.9 TO | | | 5.5 m DEEP | | | 0103 715-05412 22.000 m | 195.00000 4290.00| | PIPE, SANITARY SEWER, 375 mm , 5.5 TO | | | 6.1 m DEEP | | | 0104 715-05413 107.000 m | 216.00000 23112.00| | PIPE, SANITARY SEWER, 450 mm , 4.9 TO | | | 5.5 m DEEP | | | 0105 715-05413 27.000 m | 230.00000 6210.00| | PIPE, SANITARY SEWER, 450 mm , 5.5 TO | | | 6.1 m DEEP | | | 0106 715-05413 84.000 m | 250.00000 21000.00| | PIPE, SANITARY SEWER, 450 mm , 6.1 TO | | | 6.7 m DEEP | | | 0107 715-05413 41.000 m | 270.00000 11070.00| | PIPE, SANITARY SEWER, 450 mm , 6.7 TO | | | 7.3 m DEEP | | | 0108 715-05413 79.000 m | 300.00000 23700.00| | PIPE, SANITARY SEWER, 450 mm , 7.3 TO | | | 7.9 m DEEP | | | 0109 715-05413 245.000 m | 310.00000 75950.00| | PIPE, SANITARY SEWER, 450 mm , 7.9 TO | | | 8.5 m DEEP | | | 0110 715-05413 145.000 m | 350.00000 50750.00| | PIPE, SANITARY SEWER, 450 mm , 8.5 TO | | | 9.1 m DEEP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 715-05711 624.000 m | 140.00000 87360.00| | PIPE, SANITARY SEWER, 150 mm , LATERAL | | | SERVICE | | | 0112 715-46010 6.000 EACH| 320.00000 1920.00| | PIPE END SECTION, 450 mm | | | 0113 715-46015 4.000 EACH| 330.00000 1320.00| | PIPE END SECTION, 525 mm | | | 0114 715-46020 4.000 EACH| 420.00000 1680.00| | PIPE END SECTION, 600 mm | | | 0115 715-46025 14.000 EACH| 470.00000 6580.00| | PIPE END SECTION, 675 mm | | | 0116 715-46040 8.000 EACH| 1000.00000 8000.00| | PIPE END SECTION, 900 mm | | | 0117 718-06528 21.000 EACH| 620.00000 13020.00| | OUTLET PROTECTOR, 1 | | | 0118 718-06529 16.000 EACH| 570.00000 9120.00| | OUTLET PROTECTOR, 2 | | | 0119 718-06531 4.000 EACH| 515.00000 2060.00| | OUTLET PROTECTOR, 3 | | | 0120 718-06532 1000.000 m | 3.10000 3100.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0121 718-52610 950.000 m3 | 28.00000 26600.00| | AGGREGATE FOR UNDERDRAINS | | | 0122 718-99153 8078.000 m2 | 1.70000 13732.60| | GEOTEXTILES FOR UNDERDRAIN | | | 0123 720-44040 2.000 EACH| 670.00000 1340.00| | CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0124 720-45030 17.000 EACH| 1200.00000 20400.00| | INLET, E7 | | | 0125 720-45035 15.000 EACH| 1200.00000 18000.00| | INLET, F7 | | | 0126 720-45405 4.000 EACH| 2100.00000 8400.00| | MANHOLE, B4 | | | 0127 720-45410 14.000 EACH| 2050.00000 28700.00| | MANHOLE, C4 , 0 TO 2.4 m DEEP | | | 0128 720-45410 2.000 EACH| 2370.00000 4740.00| | MANHOLE, C4 , 2.4 TO 3.0 m DEEP | | | 0129 720-45410 9.000 EACH| 2885.00000 25965.00| | MANHOLE, C4 , 3.6 TO 4.3 m DEEP | | | 0130 720-45410 1.000 EACH| 3100.00000 3100.00| | MANHOLE, C4 , 3.7 TO 7.3 m DEEP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 720-45410 2.000 EACH| 3200.00000 6400.00| | MANHOLE, C4 , 4.3 TO 4.9 m DEEP | | | 0132 720-45410 4.000 EACH| 3400.00000 13600.00| | MANHOLE, C4 , 4.9 TO 5.5 m DEEP | | | 0133 720-45410 2.000 EACH| 3600.00000 7200.00| | MANHOLE, C4 , 7.3 TO 7.9 m DEEP | | | 0134 720-96030 1.000 EACH| 2500.00000 2500.00| | MANHOLE, MODIFIED , 1200 mm X 1200 mm, | | | STR. NO. 120 | | | 0135 720-96030 1.000 EACH| 4400.00000 4400.00| | MANHOLE, MODIFIED 1500 X 1500, STR. 79 | | | 0136 720-96030 1.000 EACH| 4400.00000 4400.00| | MANHOLE, MODIFIED 1500 X 1500, STR. 83 | | | 0137 720-96030 1.000 EACH| 4400.00000 4400.00| | MANHOLE, MODIFIED 1500 X 1500, STR. 83A | | | 0138 720-96030 1.000 EACH| 6000.00000 6000.00| | MANHOLE, MODIFIED 1800 X 1800, STR. 82 | | | 0139 720-96030 1.000 EACH| 6000.00000 6000.00| | MANHOLE, MODIFIED 1800 X 1800, STR. 82A | | | 0140 720-96030 1.000 EACH| 6000.00000 6000.00| | MANHOLE, MODIFIED 1800 X 1800, STR. 85 | | | 0141 720-96030 1.000 EACH| 6000.00000 6000.00| | MANHOLE, MODIFIED 1800 X 1800, STR. 90 | | | 0142 720-96030 1.000 EACH| 6000.00000 6000.00| | MANHOLE, MODIFIED 1800 X 1800, STR. 93 | | | 0143 720-96030 1.000 EACH| 8900.00000 8900.00| | MANHOLE, MODIFIED 2400 X 2400, STR. 96 | | | 0144 720-98625 1.000 EACH| 3900.00000 3900.00| | MANHOLE, C4, DROP , 3.6 TO 4.3 m DEEP | | | 0145 720-98625 1.000 EACH| 4100.00000 4100.00| | MANHOLE, C4, DROP , 4.3 TO 4.9 m DEEP | | | 0146 720-98625 1.000 EACH| 4900.00000 4900.00| | MANHOLE, C4, DROP , 5.5 TO 6.1 m DEEP | | | 0147 720-98625 1.000 EACH| 7200.00000 7200.00| | MANHOLE, C4, DROP , 6.7 TO 7.3 m DEEP | | | 0148 801-01504 22.000 EACH| 41.00000 902.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0149 801-01505 22.000 EACH| 51.00000 1122.00| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0152 801-04308 6.000 EACH| 215.00000 1290.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0153 801-06203 8989.000 m | 0.56000 5033.84| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0154 801-06207 7887.000 m | 3.00000 23661.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0155 801-06211 22.000 EACH| 62.00000 1364.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0156 801-06212 22.000 EACH| 93.00000 2046.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0157 801-06216 41.000 m | 10.00000 410.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0158 801-06218 29.000 m | 31.00000 899.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0161 801-06625 60.000 EACH| 130.00000 7800.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0162 801-06640 38.000 EACH| 220.00000 8360.00| | CONSTRUCTION SIGN, A | | | 0163 801-06645 10.000 EACH| 41.00000 410.00| | CONSTRUCTION SIGN, B | | | 0164 801-06775 LUMP| 80000.00000 80000.00| | MAINTAINING TRAFFIC | | | 0165 801-07118 22.000 m | 39.00000 858.00| | BARRICADE, III-A | | | 0166 801-07119 44.000 m | 39.00000 1716.00| | BARRICADE, III-B | | | 0167 801-09133 2.000 EACH| 18500.00000 37000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0168 801-94295 32.000 EACH| 255.00000 8160.00| | SIGNAL HEAD, RELOCATE | | | 0169 802-05701 91.000 m | 18.50000 1683.50| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0170 802-05702 74.000 m | 14.50000 1073.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 802-76025 17.000 m2 | 150.00000 2550.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0172 802-76035 30.000 m2 | 120.00000 3600.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0173 805-01815 8.000 EACH| 1850.00000 14800.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0174 805-01842 20.000 EACH| 760.00000 15200.00| | HANDHOLE, SIGNAL | | | 0175 805-01844 920.000 m | 41.00000 37720.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0176 805-02087 LUMP| 510.00000 510.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0177 805-78100 2.000 EACH| 12500.00000 25000.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0178 805-78205 8.000 EACH| 740.00000 5920.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0179 805-78215 4.000 EACH| 800.00000 3200.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0180 805-78230 12.000 EACH| 1200.00000 14400.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0181 805-78415 8.000 EACH| 1500.00000 12000.00| | SPAN, CATENARY, AND TETHER | | | 0182 805-78420 8.000 EACH| 290.00000 2320.00| | DISCONNECT HANGER | | | 0183 805-78445 2.000 EACH| 410.00000 820.00| | SIGNAL SERVICE | | | 0184 805-78467 30.000 m | 4.90000 147.00| | SIGNAL CABLE, 3C 8GA. | | | 0185 805-78485 240.000 m | 4.30000 1032.00| | SIGNAL CABLE, 5C 14GA. | | | 0186 805-78490 1080.000 m | 4.50000 4860.00| | SIGNAL CABLE, 7C 14GA. | | | 0187 805-78510 2100.000 m | 4.20000 8820.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0188 805-78746 920.000 m | 18.00000 16560.00| | PREFORMED LOOP DETECTORS | | | 0189 805-78925 2.000 EACH| 560.00000 1120.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0190 805-81060 8.000 EACH| 3200.00000 25600.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0191 805-92504 16.000 EACH| 160.00000 2560.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0192 808-04298 1.000 EACH| 360.00000 360.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0193 808-06701 1044.000 m | 0.85000 887.40| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0194 808-06703 3440.000 m | 0.85000 2924.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0195 808-06713 6459.000 m | 0.34000 2196.06| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0196 808-75240 526.000 m | 0.85000 447.10| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0197 808-75245 3770.000 m | 0.85000 3204.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0198 808-75278 100.000 m | 5.10000 510.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0199 808-75290 69.000 m | 10.00000 690.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0200 808-75297 144.000 m | 10.00000 1440.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0201 808-75320 59.000 EACH| 46.00000 2714.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0202 808-75325 47.000 EACH| 56.00000 2632.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0203 808-92027 969.000 m | 2.70000 2616.30| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 200 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,028,890.89 ROUTE : 52 CALL ORDER : 200 CONTRACT ID : R -26131-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0204 801-53072 LUMP| 11000.00000 11000.00| | TEMPORARY TRAFFIC SIGNAL , FRANKLIN ROAD| | | 0205 801-53072 LUMP| 10000.00000 10000.00| | TEMPORARY TRAFFIC SIGNAL , POST ROAD | | | 0206 401-07428 11304.000 Mg | 40.00000 452160.00| | QC/QA-HMA, 3, 70, BASE, 19.0 mm | | | 0207 715-46005 23.000 EACH| 300.00000 6900.00| | PIPE END SECTION, 375 mm | | | 0208 211-02050 1000.000 m3 | 35.00000 35000.00| | B BORROW | | | 0209 805-08244 1.000 EACH| 1150.00000 1150.00| | CELLULAR MODEM KIT | | | 0210 802-04314 8.000 EACH| 120.00000 960.00| | SIGN , SHEET, RESET | | | SECTION TOTALS | $ 8,487,600.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,487,600.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 204 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,771,617.13 ROUTE : 325S. CALL ORDER : 204 CONTRACT ID : R -26190-B COUNTIES : PARKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 95 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 06740M2 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,799,304.80 100.0000% ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-06845 LUMP| 62080.45000 62080.45| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 17.000 MOS | 2180.00000 37060.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 139550.00000 139550.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 69900.00000 69900.00| | CLEARING RIGHT OF WAY | | | 0005 203-02000 11515.000 m3 | 24.00000 276360.00| | EXCAVATION, COMMON | | | 0006 203-02010 1000.000 m3 | 43.00000 43000.00| | EXCAVATION, ROCK | | | 0007 203-02070 2200.000 m3 | 23.50000 51700.00| | BORROW | | | 0008 205-03371 500.000 m3 | 45.00000 22500.00| | SEDIMENT REMOVE | | | 0009 205-06931 105.000 Mg | 95.00000 9975.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06934 6.000 Mg | 650.00000 3900.00| | TEMPORARY MULCHING | | | 0011 205-06936 60.000 Mg | 95.00000 5700.00| | TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 1220.000 m | 5.50000 6710.00| | TEMPORARY SILT FENCE | | | 0013 207-07499 28937.000 m2 | 6.60000 190984.20| | SUBGRADE TREATMENT, TYPE B | | | 0014 210-08208 2160.000 Mg | 27.00000 58320.00| | TEMPORARY ROCK BERM | | | 0015 211-07454 509.000 m3 | 22.00000 11198.00| | STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 204 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,771,617.13 ROUTE : 325S. CALL ORDER : 204 CONTRACT ID : R -26190-B COUNTIES : PARKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 213-08058 161.000 m3 | 100.00000 16100.00| | FLOWABLE BACKFILL | | | 0017 301-07448 4608.000 Mg | 19.00000 87552.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08043 488.000 m2 | 17.00000 8296.00| | MILLING, TRANSITION | | | 0019 401-06264 LUMP| 5954.00000 5954.00| | PROFILOGRAPH, HMA | | | 0020 401-07321 2895.000 Mg | 47.92000 138728.40| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0021 401-07390 4939.000 Mg | 46.83000 231293.37| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0022 401-07407 11823.000 Mg | 49.86000 589494.78| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0023 405-05517 5.000 Mg | 655.00000 3275.00| | ASPHALT FOR PRIME COAT | | | 0024 406-05520 25.000 Mg | 235.00000 5875.00| | ASPHALT FOR TACK COAT | | | 0025 603-06040 180.000 m | 21.00000 3780.00| | FENCE, FARM FIELD, 1190 mm | | | 0026 605-06150 267.000 m | 85.00000 22695.00| | CURB AND GUTTER, C, CONCRETE | | | 0027 610-07486 217.000 Mg | 158.36000 34364.12| | HMA FOR APPROACHES, TYPE A | | | 0028 611-06497 7.000 EACH| 200.00000 1400.00| | MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 120.000 EACH| 105.00000 12600.00| | RIGHT OF WAY MARKER | | | 0030 615-06505 34.000 EACH| 388.00000 13192.00| | MONUMENT, B | | | 0031 615-06510 3.000 EACH| 360.00000 1080.00| | MONUMENT, C | | | 0032 616-02320 5610.000 m2 | 4.00000 22440.00| | GEOTEXTILES | | | 0033 616-05688 2099.000 Mg | 30.00000 62970.00| | RIPRAP, CLASS 1 | | | 0034 616-06405 2001.000 Mg | 30.00000 60030.00| | RIPRAP, REVETMENT | | | 0035 621-01004 5.000 EACH| 900.00000 4500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 204 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,771,617.13 ROUTE : 325S. CALL ORDER : 204 CONTRACT ID : R -26190-B COUNTIES : PARKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-02770 463.000 m2 | 3.50000 1620.50| | EROSION CONTROL BLANKET | | | 0037 621-06545 3.000 Mg | 500.00000 1500.00| | FERTILIZER | | | 0038 621-06548 25.000 kg | 85.00000 2125.00| | SEED MIXTURE, CV | | | 0039 621-06553 432.000 kg | 8.00000 3456.00| | SEED MIXTURE, R | | | 0040 621-06557 216.000 kg | 7.00000 1512.00| | SEED MIXTURE, T | | | 0041 621-06565 10.000 Mg | 650.00000 6500.00| | MULCHING MATERIAL | | | 0042 621-06567 260.000 kL | 0.55000 143.00| | WATER | | | 0043 621-06575 10146.000 m2 | 4.00000 40584.00| | SODDING, NURSERY | | | 0044 702-90915 38.000 m3 | 1300.00000 49400.00| | CONCRETE, A | | | 0045 703-51030 2366.000 kg | 3.00000 7098.00| | REINFORCING STEEL | | | 0046 714-06172 21.000 m | 3900.00000 81900.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 1200 mm | | | 0047 714-06278 15.000 m | 3350.00000 50250.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm X 1200 mm | | | 0048 714-26702 15.000 m | 2400.00000 36000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0049 715-05019 18.000 m | 295.00000 5310.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0050 715-05119 27.000 m | 130.00000 3510.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0051 715-05123 59.000 m | 195.00000 11505.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0052 715-05125 23.000 m | 265.00000 6095.00| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0053 715-05149 189.000 m | 110.00000 20790.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0054 715-05169 99.000 m | 130.00000 12870.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 204 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,771,617.13 ROUTE : 325S. CALL ORDER : 204 CONTRACT ID : R -26190-B COUNTIES : PARKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05236 23.000 m | 340.00000 7820.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0056 715-05238 3.000 m | 850.00000 2550.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0057 715-07565 4.000 EACH| 580.00000 2320.00| | PIPE END SECTION, MIN. AREA 0.47 m2 | | | 0058 715-46000 1.000 EACH| 350.00000 350.00| | PIPE END SECTION, 300 mm | | | 0059 715-46005 16.000 EACH| 395.00000 6320.00| | PIPE END SECTION, 375 mm | | | 0060 715-46020 2.000 EACH| 575.00000 1150.00| | PIPE END SECTION, 600 mm | | | 0061 715-46030 2.000 EACH| 610.00000 1220.00| | PIPE END SECTION, 750 mm | | | 0062 715-46040 2.000 EACH| 740.00000 1480.00| | PIPE END SECTION, 900 mm | | | 0063 715-46095 1.000 EACH| 975.00000 975.00| | PIPE END SECTION, MIN. AREA .60 m2 | | | 0064 720-98174 1.000 EACH| 1900.00000 1900.00| | INLET, B15 | | | 0065 720-98555 3.000 EACH| 1900.00000 5700.00| | INLET, C15 | | | 0066 801-06625 24.000 EACH| 110.00000 2640.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 19.000 EACH| 100.00000 1900.00| | CONSTRUCTION SIGN, A | | | 0068 801-06775 LUMP| 88000.00000 88000.00| | MAINTAINING TRAFFIC | | | 0069 801-07118 48.000 m | 22.00000 1056.00| | BARRICADE, III-A | | | 0070 801-07119 75.000 m | 22.00000 1650.00| | BARRICADE, III-B | | | 0071 802-05701 87.800 m | 34.10000 2993.98| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0072 802-76025 10.000 m2 | 216.50000 2165.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0073 802-76035 2.000 m2 | 172.00000 344.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 204 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,771,617.13 ROUTE : 325S. CALL ORDER : 204 CONTRACT ID : R -26190-B COUNTIES : PARKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 808-06713 7076.000 m | 0.70000 4953.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 6684.000 m | 0.70000 4678.80| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-06726 59.000 m | 7.00000 413.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 2,799,304.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,799,304.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/26/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B585004 B585003 B585002 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,548,705.17 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,883,000.00 113.1162% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 3,052,725.00 119.7755% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 3,110,095.19 122.0264% 5 35-1875662 CRIDER & CRIDER, INC. $ 3,168,366.81 124.3128% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, MODERNIZATION | | | 0001 105-06845 LUMP| 25000.00000 25000.00| 52960.00000 52960.00| 57000.00000 57000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 14.000 MOS | 2100.00000 29400.00| 2200.00000 30800.00| 2400.00000 33600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 100000.00000 100000.00| 143000.00000 143000.00| 158200.98000 158200.98 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 20000.00000 20000.00| 100000.00000 100000.00| 130000.00000 130000.00 CLEARING AND GRUBBING | | | 0005 202-02278 313.500 m | 7.00000 2194.50| 34.00000 10659.00| 36.00000 11286.00 CURB, CONCRETE, REMOVE | | | 0006 202-52710 464.700 m2 | 6.00000 2788.20| 16.00000 7435.20| 17.00000 7899.90 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-78515 LUMP| 3798.96000 3798.96| 3761.35000 3761.35| 4000.00000 4000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 2295.000 m3 | 40.00000 91800.00| 33.00000 75735.00| 36.00000 82620.00 EXCAVATION, COMMON | | | 0009 203-02070 9786.000 m3 | 7.85000 76820.10| 12.50000 122325.00| 14.00000 137004.00 BORROW | | | 0010 205-06930 10.000 Mg | 125.48000 1254.80| 30.00000 300.00| 32.00000 320.00 SPLASHPAD, RIPRAP | | | 0011 205-06932 40.000 m | 27.65000 1106.00| 27.38000 1095.20| 29.00000 1160.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 8.000 EACH| 56.56000 452.48| 56.00000 448.00| 60.00000 480.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06937 588.000 m | 4.30000 2528.40| 4.26000 2504.88| 4.60000 2704.80 TEMPORARY SILT FENCE | | | 0014 205-06938 303.000 m | 44.55000 13498.65| 50.00000 15150.00| 54.00000 16362.00 TEMPORARY SLOPE DRAIN | | | 0015 207-07499 18322.000 m2 | 3.81000 69806.82| 4.06000 74387.32| 3.60000 65959.20 SUBGRADE TREATMENT, TYPE B | | | 0016 211-07454 1372.500 m3 | 17.00000 23332.50| 16.00000 21960.00| 19.00000 26077.50 STRUCTURE BACKFILL | | | 0017 304-07490 217.800 Mg | 70.00000 15246.00| 75.00000 16335.00| 75.00000 16335.00 HMA PATCHING, TYPE B | | | 0018 306-08036 2241.000 m2 | 2.65000 5938.65| 3.00000 6723.00| 2.50000 5602.50 MILLING, ASPHALT, 50 mm | | | 0019 306-08042 14388.000 m2 | 1.33000 19136.04| 1.00000 14388.00| 1.10000 15826.80 MILLING, SCARIFICATION/PROFILE | | | 0020 306-08043 1442.000 m2 | 3.26000 4700.92| 3.90000 5623.80| 2.90000 4181.80 MILLING, TRANSITION | | | 0021 401-06264 LUMP| 500.00000 500.00| 4600.00000 4600.00| 4300.00000 4300.00 PROFILOGRAPH, HMA | | | 0022 401-07328 2763.000 Mg | 50.00000 138150.00| 49.00000 135387.00| 54.00000 149202.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0023 401-07379 2206.500 Mg | 42.00000 92673.00| 38.00000 83847.00| 45.00000 99292.50 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0024 401-07413 6933.900 Mg | 35.00000 242686.50| 36.00000 249620.40| 36.00000 249620.40 QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0025 402-05470 2588.400 Mg | 45.00000 116478.00| 36.00000 93182.40| 41.00000 106124.40 HMA BASE C25.0 mm, MAINLINE | | | 0026 402-07433 315.000 Mg | 45.00000 14175.00| 55.00000 17325.00| 47.00000 14805.00 HMA SURFACE, TYPE B | | | 0027 402-07441 735.600 Mg | 35.00000 25746.00| 37.00000 27217.20| 37.00000 27217.20 HMA BASE, TYPE B | | | 0028 402-07451 4798.300 Mg | 30.00000 143949.00| 33.00000 158343.90| 33.00000 158343.90 HMA, TYPE B, WEDGE AND LEVEL | | | 0029 406-05520 34.200 Mg | 175.00000 5985.00| 225.00000 7695.00| 190.00000 6498.00 ASPHALT FOR TACK COAT | | | 0030 601-01740 1.000 EACH| 2121.00000 2121.00| 1900.00000 1900.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0031 601-06037 1.000 EACH| 1111.00000 1111.00| 800.00000 800.00| 660.00000 660.00 GUARDRAIL END TREATMENT, I | | | 0032 601-99105 45.700 m | 54.54000 2492.48| 70.00000 3199.00| 62.00000 2833.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 604-06070 730.900 m2 | 42.40000 30990.16| 35.00000 25581.50| 35.00000 25581.50 SIDEWALK, CONCRETE | | | 0034 604-07894 45.700 m2 | 54.24000 2478.77| 100.00000 4570.00| 61.00000 2787.70 CURB RAMP, CONCRETE, A | | | 0035 604-07896 20.000 m2 | 56.81000 1136.20| 120.00000 2400.00| 67.00000 1340.00 CURB RAMP, CONCRETE, B | | | 0036 604-07897 3.000 m2 | 89.94000 269.82| 130.00000 390.00| 190.00000 570.00 CURB RAMP, CONCRETE, C | | | 0037 605-06120 213.000 m | 71.41000 15210.33| 100.00000 21300.00| 67.00000 14271.00 CURB, CONCRETE | | | 0038 605-06140 3420.700 m | 39.21000 134125.65| 42.00000 143669.40| 37.00000 126565.90 CURB AND GUTTER, CONCRETE | | | 0039 607-90826 2.000 EACH| 186.13000 372.26| 440.00000 880.00| 1200.00000 2400.00 GUTTER TURNOUT, CONCRETE | | | 0040 610-07487 593.700 Mg | 75.00000 44527.50| 65.00000 38590.50| 67.00000 39777.90 HMA FOR APPROACHES, TYPE B | | | 0041 611-05330 265.400 m2 | 50.58000 13423.93| 55.00000 14597.00| 76.00000 20170.40 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0042 611-06497 4.000 EACH| 176.75000 707.00| 150.00000 600.00| 120.00000 480.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 615-06505 5.000 EACH| 525.20000 2626.00| 400.00000 2000.00| 570.00000 2850.00 MONUMENT, B | | | 0044 615-06527 1.000 EACH| 479.75000 479.75| 400.00000 400.00| 630.00000 630.00 MONUMENT, SECTION CORNER | | | 0045 616-02320 79.300 m2 | 5.79000 459.15| 2.70000 214.11| 2.90000 229.97 GEOTEXTILES | | | 0046 616-06405 17.600 Mg | 50.29000 885.10| 47.00000 827.20| 50.00000 880.00 RIPRAP, REVETMENT | | | 0047 621-01004 1.000 EACH| 156.55000 156.55| 155.00000 155.00| 170.00000 170.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-02770 300.000 m2 | 2.46000 738.00| 2.44000 732.00| 2.60000 780.00 EROSION CONTROL BLANKET | | | 0049 621-06554 150.000 kg | 21.21000 3181.50| 21.00000 3150.00| 23.00000 3450.00 SEED MIXTURE, U | | | 0050 621-06574 8915.400 m2 | 2.86000 25498.04| 2.83000 25230.58| 3.70000 32986.98 SODDING | | | 0051 715-04685 LUMP| 22209.94000 22209.94| 36000.00000 36000.00| 39000.00000 39000.00 STORM SEWER | | | 0052 715-05024 47.900 m | 231.76000 11101.30| 217.00000 10394.30| 230.00000 11017.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05048 3265.000 m | 8.44000 27556.60| 9.90000 32323.50| 11.00000 35915.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0054 715-05052 27.000 m | 63.57000 1716.39| 108.00000 2916.00| 120.00000 3240.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0055 715-05149 1004.300 m | 80.42000 80765.81| 96.00000 96412.80| 100.00000 100430.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0056 715-05151 654.100 m | 91.48000 59837.07| 107.00000 69988.70| 110.00000 71951.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0057 715-05152 455.500 m | 99.77000 45445.24| 123.00000 56026.50| 130.00000 59215.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0058 715-05154 363.900 m | 119.15000 43358.69| 153.00000 55676.70| 160.00000 58224.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0059 715-05156 429.500 m | 148.98000 63986.91| 189.00000 81175.50| 200.00000 85900.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0060 715-05169 50.200 m | 96.37000 4837.77| 107.00000 5371.40| 110.00000 5522.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-46005 8.000 EACH| 1061.22000 8489.76| 431.00000 3448.00| 460.00000 3680.00 PIPE END SECTION, 375 mm | | | 0062 715-46030 1.000 EACH| 2042.63000 2042.63| 664.00000 664.00| 710.00000 710.00 PIPE END SECTION, 750 mm | | | 0063 715-46040 1.000 EACH| 2304.82000 2304.82| 717.00000 717.00| 770.00000 770.00 PIPE END SECTION, 900 mm | | | 0064 715-97693 1.000 EACH| 14734.56000 14734.56| 5500.00000 5500.00| 5900.00000 5900.00 GRATED BOX END SECTION, II, 10:1, 900 mm| | | 0065 718-06528 1.000 EACH| 984.75000 984.75| 900.00000 900.00| 970.00000 970.00 OUTLET PROTECTOR, 1 | | | 0066 718-52610 467.000 m3 | 30.00000 14010.00| 37.00000 17279.00| 40.00000 18680.00 AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 8162.500 m2 | 1.82000 14855.75| 1.00000 8162.50| 1.10000 8978.75 GEOTEXTILES FOR UNDERDRAIN | | | 0068 720-03757 1.000 EACH| 2234.57000 2234.57| 1900.00000 1900.00| 2000.00000 2000.00 MANHOLE, C15 | | | 0069 720-45045 19.000 EACH| 1319.80000 25076.20| 1200.00000 22800.00| 1300.00000 24700.00 INLET, J10 | | | 0070 720-45235 5.000 EACH| 1020.01000 5100.05| 1200.00000 6000.00| 1300.00000 6500.00 CATCH BASIN, E7 | | | 0071 720-45250 31.000 EACH| 1417.84000 43953.04| 1300.00000 40300.00| 1400.00000 43400.00 CATCH BASIN, K10 | | | 0072 720-45410 37.000 EACH| 1894.48000 70095.76| 1600.00000 59200.00| 1700.00000 62900.00 MANHOLE, C4 | | | 0073 720-45415 4.000 EACH| 4588.48000 18353.92| 4500.00000 18000.00| 4800.00000 19200.00 MANHOLE, D4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 720-91973 1.000 EACH| 2412.40000 2412.40| 2800.00000 2800.00| 3000.00000 3000.00 MANHOLE, H4 | | | 0075 720-98174 11.000 EACH| 1384.78000 15232.58| 1900.00000 20900.00| 2000.00000 22000.00 INLET, B15 | | | 0076 720-99416 24.000 EACH| 1491.93000 35806.32| 2100.00000 50400.00| 2300.00000 55200.00 CATCH BASIN, B15 | | | 0077 801-01504 5.000 EACH| 40.40000 202.00| 40.00000 200.00| 43.00000 215.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0078 801-04308 8.000 EACH| 131.30000 1050.40| 130.00000 1040.00| 140.00000 1120.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0079 801-06203 9364.000 m | 0.67000 6273.88| 0.66000 6180.24| 0.71000 6648.44 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0080 801-06625 22.000 EACH| 90.90000 1999.80| 90.00000 1980.00| 97.00000 2134.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0081 801-06640 19.000 EACH| 272.70000 5181.30| 270.00000 5130.00| 290.00000 5510.00 CONSTRUCTION SIGN, A | | | 0082 801-06775 LUMP| 30000.00000 30000.00| 96790.89000 96790.89| 99000.00000 99000.00 MAINTAINING TRAFFIC | | | 0083 802-03821 10.000 EACH| 229.65000 2296.50| 227.38000 2273.80| 240.00000 2400.00 SIGN, SHEET WITH LEGEND | | | 0084 805-01815 10.000 EACH| 1771.37000 17713.70| 1753.83000 17538.30| 1900.00000 19000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0085 805-01836 1904.100 m | 4.14000 7882.97| 4.10000 7806.81| 4.40000 8378.04 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0086 805-01842 11.000 EACH| 829.75000 9127.25| 821.53000 9036.83| 880.00000 9680.00 HANDHOLE, SIGNAL | | | 0087 805-02373 463.200 m | 16.56000 7670.59| 16.40000 7596.48| 18.00000 8337.60 INTERCONNECT CABLE, FIBER OPTIC | | | 0088 805-03985 250.200 m | 4.87000 1218.47| 4.82000 1205.96| 5.20000 1301.04 DETECTOR CABLE 3C 20GA. | | | 0089 805-06592 917.500 m | 47.25000 43351.88| 46.78000 42920.65| 50.00000 45875.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0090 805-07557 52.000 EACH| 472.01000 24544.52| 467.34000 24301.68| 500.00000 26000.00 LOOP DETECTOR | | | 0091 805-78100 3.000 EACH| 14789.85000 44369.55| 14643.42000 43930.26| 16000.00000 48000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0092 805-78205 7.000 EACH| 664.19000 4649.33| 657.61000 4603.27| 710.00000 4970.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 805-78215 1.000 EACH| 689.93000 689.93| 683.10000 683.10| 730.00000 730.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0094 805-78230 17.000 EACH| 1088.74000 18508.58| 1077.96000 18325.32| 1200.00000 20400.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0095 805-78355 10.000 EACH| 458.20000 4582.00| 453.66000 4536.60| 490.00000 4900.00 PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0096 805-78370 10.000 EACH| 192.98000 1929.80| 191.07000 1910.70| 200.00000 2000.00 PEDESTRIAN PUSH BUTTON | | | 0097 805-78415 10.000 EACH| 1096.72000 10967.20| 1085.86000 10858.60| 1200.00000 12000.00 SPAN, CATENARY, AND TETHER | | | 0098 805-78420 11.000 EACH| 265.77000 2923.47| 263.14000 2894.54| 280.00000 3080.00 DISCONNECT HANGER | | | 0099 805-78445 3.000 EACH| 534.01000 1602.03| 528.72000 1586.16| 570.00000 1710.00 SIGNAL SERVICE | | | 0100 805-78467 357.600 m | 7.39000 2642.66| 7.32000 2617.63| 7.90000 2825.04 SIGNAL CABLE, 3C 8GA. | | | 0101 805-78480 125.100 m | 4.61000 576.71| 4.56000 570.46| 4.90000 612.99 SIGNAL CABLE, 3C 14GA. | | | 0102 805-78485 627.600 m | 6.80000 4267.68| 6.73000 4223.75| 7.20000 4518.72 SIGNAL CABLE, 5C 14GA. | | | 0103 805-78490 1113.200 m | 5.33000 5933.36| 5.28000 5877.70| 5.70000 6345.24 SIGNAL CABLE, 7C 14GA. | | | 0104 805-78785 18.000 EACH| 712.03000 12816.54| 704.98000 12689.64| 760.00000 13680.00 SIGNAL DETECTOR HOUSING | | | 0105 805-78925 3.000 EACH| 1040.02000 3120.06| 1029.72000 3089.16| 1100.00000 3300.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0106 805-81032 6.000 EACH| 2418.05000 14508.30| 2394.11000 14364.66| 2600.00000 15600.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0107 805-81060 4.000 EACH| 2830.13000 11320.52| 2802.11000 11208.44| 3000.00000 12000.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0108 805-92504 26.000 EACH| 270.38000 7029.88| 267.70000 6960.20| 290.00000 7540.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0109 807-02782 6.000 EACH| 1647.54000 9885.24| 1631.23000 9787.38| 1700.00000 10200.00 LUMINAIRE MAST ARM, 3.7 m | | | 0110 808-06701 827.400 m | 0.80000 661.92| 0.79000 653.65| 0.85000 703.29 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0111 808-06703 1073.500 m | 0.80000 858.80| 0.79000 848.07| 0.85000 912.48 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 808-06706 157.700 m | 9.09000 1433.49| 9.00000 1419.30| 9.70000 1529.69 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0113 808-06716 1244.000 m | 1.32000 1642.08| 1.31000 1629.64| 1.40000 1741.60 LINE, REMOVE | | | 0114 808-75043 245.200 m | 3.03000 742.96| 3.00000 735.60| 3.20000 784.64 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0115 808-75240 424.800 m | 0.80000 339.84| 0.79000 335.59| 0.85000 361.08 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0116 808-75245 3693.800 m | 0.80000 2955.04| 0.79000 2918.10| 0.85000 3139.73 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0117 808-75320 36.000 EACH| 50.50000 1818.00| 50.00000 1800.00| 54.00000 1944.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0118 808-75325 14.000 EACH| 60.60000 848.40| 60.00000 840.00| 64.00000 896.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0119 808-75340 2.000 EACH| 404.00000 808.00| 400.00000 800.00| 430.00000 860.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0120 808-75998 300.000 EACH| 23.74000 7122.00| 23.50000 7050.00| 25.00000 7500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,548,705.17| $ 2,883,000.00| $ 3,052,725.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,548,705.17| $ 2,883,000.00| $ 3,052,725.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, MODERNIZATION | | | 0001 105-06845 LUMP| 45000.00000 45000.00| 75000.00000 75000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 14.000 MOS | 1700.00000 23800.00| 1000.00000 14000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 150000.00000 150000.00| 125000.00000 125000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 50000.00000 50000.00| 25000.00000 25000.00| CLEARING AND GRUBBING | | | 0005 202-02278 313.500 m | 22.00000 6897.00| 16.00000 5016.00| CURB, CONCRETE, REMOVE | | | 0006 202-52710 464.700 m2 | 13.00000 6041.10| 14.00000 6505.80| SIDEWALK, CONCRETE, REMOVE | | | 0007 202-78515 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 2295.000 m3 | 58.00000 133110.00| 30.00000 68850.00| EXCAVATION, COMMON | | | 0009 203-02070 9786.000 m3 | 18.00000 176148.00| 20.00000 195720.00| BORROW | | | 0010 205-06930 10.000 Mg | 40.00000 400.00| 94.00000 940.00| SPLASHPAD, RIPRAP | | | 0011 205-06932 40.000 m | 29.00000 1160.00| 32.00000 1280.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 8.000 EACH| 58.00000 464.00| 67.00000 536.00| TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 588.000 m | 4.50000 2646.00| 5.00000 2940.00| TEMPORARY SILT FENCE | | | 0014 205-06938 303.000 m | 60.00000 18180.00| 73.00000 22119.00| TEMPORARY SLOPE DRAIN | | | 0015 207-07499 18322.000 m2 | 5.75000 105351.50| 4.00000 73288.00| SUBGRADE TREATMENT, TYPE B | | | 0016 211-07454 1372.500 m3 | 12.00000 16470.00| 28.00000 38430.00| STRUCTURE BACKFILL | | | 0017 304-07490 217.800 Mg | 65.00000 14157.00| 84.00000 18295.20| HMA PATCHING, TYPE B | | | 0018 306-08036 2241.000 m2 | 2.50000 5602.50| 5.00000 11205.00| MILLING, ASPHALT, 50 mm | | | 0019 306-08042 14388.000 m2 | 0.75000 10791.00| 2.50000 35970.00| MILLING, SCARIFICATION/PROFILE | | | 0020 306-08043 1442.000 m2 | 2.50000 3605.00| 3.60000 5191.20| MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-06264 LUMP| 1500.00000 1500.00| 600.00000 600.00| PROFILOGRAPH, HMA | | | 0022 401-07328 2763.000 Mg | 55.00000 151965.00| 60.00000 165780.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0023 401-07379 2206.500 Mg | 44.00000 97086.00| 50.00000 110325.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0024 401-07413 6933.900 Mg | 42.00000 291223.80| 42.00000 291223.80| QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0025 402-05470 2588.400 Mg | 45.00000 116478.00| 54.00000 139773.60| HMA BASE C25.0 mm, MAINLINE | | | 0026 402-07433 315.000 Mg | 50.00000 15750.00| 54.00000 17010.00| HMA SURFACE, TYPE B | | | 0027 402-07441 735.600 Mg | 45.00000 33102.00| 42.00000 30895.20| HMA BASE, TYPE B | | | 0028 402-07451 4798.300 Mg | 38.00000 182335.40| 36.00000 172738.80| HMA, TYPE B, WEDGE AND LEVEL | | | 0029 406-05520 34.200 Mg | 100.00000 3420.00| 208.00000 7113.60| ASPHALT FOR TACK COAT | | | 0030 601-01740 1.000 EACH| 1750.00000 1750.00| 2085.00000 2085.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0031 601-06037 1.000 EACH| 620.00000 620.00| 740.00000 740.00| GUARDRAIL END TREATMENT, I | | | 0032 601-99105 45.700 m | 58.00000 2650.60| 70.00000 3199.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 604-06070 730.900 m2 | 37.00000 27043.30| 40.00000 29236.00| SIDEWALK, CONCRETE | | | 0034 604-07894 45.700 m2 | 107.00000 4889.90| 120.00000 5484.00| CURB RAMP, CONCRETE, A | | | 0035 604-07896 20.000 m2 | 114.00000 2280.00| 120.00000 2400.00| CURB RAMP, CONCRETE, B | | | 0036 604-07897 3.000 m2 | 145.00000 435.00| 120.00000 360.00| CURB RAMP, CONCRETE, C | | | 0037 605-06120 213.000 m | 81.00000 17253.00| 85.00000 18105.00| CURB, CONCRETE | | | 0038 605-06140 3420.700 m | 53.00000 181297.10| 58.00000 198400.60| CURB AND GUTTER, CONCRETE | | | 0039 607-90826 2.000 EACH| 350.00000 700.00| 420.00000 840.00| GUTTER TURNOUT, CONCRETE | | | 0040 610-07487 593.700 Mg | 49.00000 29091.30| 90.00000 53433.00| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 611-05330 265.400 m2 | 60.00000 15924.00| 61.00000 16189.40| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0042 611-06497 4.000 EACH| 110.00000 440.00| 131.00000 524.00| MAILBOX ASSEMBLY, SINGLE | | | 0043 615-06505 5.000 EACH| 535.00000 2675.00| 3200.00000 16000.00| MONUMENT, B | | | 0044 615-06527 1.000 EACH| 600.00000 600.00| 700.00000 700.00| MONUMENT, SECTION CORNER | | | 0045 616-02320 79.300 m2 | 5.00000 396.50| 450.00000 35685.00| GEOTEXTILES | | | 0046 616-06405 17.600 Mg | 45.00000 792.00| 750.00000 13200.00| RIPRAP, REVETMENT | | | 0047 621-01004 1.000 EACH| 160.00000 160.00| 185.00000 185.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-02770 300.000 m2 | 2.45000 735.00| 2.90000 870.00| EROSION CONTROL BLANKET | | | 0049 621-06554 150.000 kg | 69.00000 10350.00| 25.00000 3750.00| SEED MIXTURE, U | | | 0050 621-06574 8915.400 m2 | 4.00000 35661.60| 3.40000 30312.36| SODDING | | | 0051 715-04685 LUMP| 31000.00000 31000.00| 25000.00000 25000.00| STORM SEWER | | | 0052 715-05024 47.900 m | 268.00000 12837.20| 140.00000 6706.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0053 715-05048 3265.000 m | 10.00000 32650.00| 10.00000 32650.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0054 715-05052 27.000 m | 110.00000 2970.00| 77.00000 2079.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0055 715-05149 1004.300 m | 92.00000 92395.60| 83.00000 83356.90| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0056 715-05151 654.100 m | 85.00000 55598.50| 85.00000 55598.50| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0057 715-05152 455.500 m | 148.00000 67414.00| 90.00000 40995.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0058 715-05154 363.900 m | 212.00000 77146.80| 120.00000 43668.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0059 715-05156 429.500 m | 198.00000 85041.00| 130.00000 55835.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0060 715-05169 50.200 m | 120.00000 6024.00| 96.00000 4819.20| PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 715-46005 8.000 EACH| 535.00000 4280.00| 231.00000 1848.00| PIPE END SECTION, 375 mm | | | 0062 715-46030 1.000 EACH| 825.00000 825.00| 455.00000 455.00| PIPE END SECTION, 750 mm | | | 0063 715-46040 1.000 EACH| 1200.00000 1200.00| 580.00000 580.00| PIPE END SECTION, 900 mm | | | 0064 715-97693 1.000 EACH| 15000.00000 15000.00| 14200.00000 14200.00| GRATED BOX END SECTION, II, 10:1, 900 mm| | | 0065 718-06528 1.000 EACH| 1000.00000 1000.00| 1200.00000 1200.00| OUTLET PROTECTOR, 1 | | | 0066 718-52610 467.000 m3 | 30.00000 14010.00| 36.00000 16812.00| AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 8162.500 m2 | 1.80000 14692.50| 2.40000 19590.00| GEOTEXTILES FOR UNDERDRAIN | | | 0068 720-03757 1.000 EACH| 2400.00000 2400.00| 2300.00000 2300.00| MANHOLE, C15 | | | 0069 720-45045 19.000 EACH| 1250.00000 23750.00| 1600.00000 30400.00| INLET, J10 | | | 0070 720-45235 5.000 EACH| 1100.00000 5500.00| 1750.00000 8750.00| CATCH BASIN, E7 | | | 0071 720-45250 31.000 EACH| 1700.00000 52700.00| 1910.00000 59210.00| CATCH BASIN, K10 | | | 0072 720-45410 37.000 EACH| 1700.00000 62900.00| 1700.00000 62900.00| MANHOLE, C4 | | | 0073 720-45415 4.000 EACH| 7200.00000 28800.00| 2300.00000 9200.00| MANHOLE, D4 | | | 0074 720-91973 1.000 EACH| 3400.00000 3400.00| 2100.00000 2100.00| MANHOLE, H4 | | | 0075 720-98174 11.000 EACH| 1700.00000 18700.00| 2240.00000 24640.00| INLET, B15 | | | 0076 720-99416 24.000 EACH| 1800.00000 43200.00| 2500.00000 60000.00| CATCH BASIN, B15 | | | 0077 801-01504 5.000 EACH| 25.00000 125.00| 48.00000 240.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0078 801-04308 8.000 EACH| 500.00000 4000.00| 155.00000 1240.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0079 801-06203 9364.000 m | 0.40000 3745.60| 0.80000 7491.20| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0080 801-06625 22.000 EACH| 152.00000 3344.00| 108.00000 2376.00| DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 801-06640 19.000 EACH| 257.00000 4883.00| 320.00000 6080.00| CONSTRUCTION SIGN, A | | | 0082 801-06775 LUMP| 40000.00000 40000.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0083 802-03821 10.000 EACH| 227.00000 2270.00| 270.00000 2700.00| SIGN, SHEET WITH LEGEND | | | 0084 805-01815 10.000 EACH| 1760.00000 17600.00| 2090.00000 20900.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0085 805-01836 1904.100 m | 4.10000 7806.81| 4.90000 9330.09| SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0086 805-01842 11.000 EACH| 822.00000 9042.00| 980.00000 10780.00| HANDHOLE, SIGNAL | | | 0087 805-02373 463.200 m | 16.50000 7642.80| 20.00000 9264.00| INTERCONNECT CABLE, FIBER OPTIC | | | 0088 805-03985 250.200 m | 5.00000 1251.00| 5.75000 1438.65| DETECTOR CABLE 3C 20GA. | | | 0089 805-06592 917.500 m | 47.00000 43122.50| 56.00000 51380.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0090 805-07557 52.000 EACH| 468.00000 24336.00| 560.00000 29120.00| LOOP DETECTOR | | | 0091 805-78100 3.000 EACH| 15000.00000 45000.00| 17500.00000 52500.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0092 805-78205 7.000 EACH| 658.00000 4606.00| 800.00000 5600.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0093 805-78215 1.000 EACH| 683.00000 683.00| 800.00000 800.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0094 805-78230 17.000 EACH| 1078.00000 18326.00| 1200.00000 20400.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0095 805-78355 10.000 EACH| 454.00000 4540.00| 540.00000 5400.00| PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0096 805-78370 10.000 EACH| 192.00000 1920.00| 225.00000 2250.00| PEDESTRIAN PUSH BUTTON | | | 0097 805-78415 10.000 EACH| 1100.00000 11000.00| 1300.00000 13000.00| SPAN, CATENARY, AND TETHER | | | 0098 805-78420 11.000 EACH| 265.00000 2915.00| 300.00000 3300.00| DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 805-78445 3.000 EACH| 530.00000 1590.00| 630.00000 1890.00| SIGNAL SERVICE | | | 0100 805-78467 357.600 m | 7.35000 2628.36| 8.75000 3129.00| SIGNAL CABLE, 3C 8GA. | | | 0101 805-78480 125.100 m | 4.56000 570.46| 5.50000 688.05| SIGNAL CABLE, 3C 14GA. | | | 0102 805-78485 627.600 m | 6.80000 4267.68| 8.00000 5020.80| SIGNAL CABLE, 5C 14GA. | | | 0103 805-78490 1113.200 m | 5.30000 5899.96| 6.30000 7013.16| SIGNAL CABLE, 7C 14GA. | | | 0104 805-78785 18.000 EACH| 705.00000 12690.00| 840.00000 15120.00| SIGNAL DETECTOR HOUSING | | | 0105 805-78925 3.000 EACH| 1030.00000 3090.00| 1300.00000 3900.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0106 805-81032 6.000 EACH| 2400.00000 14400.00| 2850.00000 17100.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0107 805-81060 4.000 EACH| 2800.00000 11200.00| 3400.00000 13600.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0108 805-92504 26.000 EACH| 268.00000 6968.00| 320.00000 8320.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0109 807-02782 6.000 EACH| 1650.00000 9900.00| 1950.00000 11700.00| LUMINAIRE MAST ARM, 3.7 m | | | 0110 808-06701 827.400 m | 1.26000 1042.52| 1.00000 827.40| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0111 808-06703 1073.500 m | 0.92000 987.62| 1.00000 1073.50| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0112 808-06706 157.700 m | 9.25000 1458.73| 10.00000 1577.00| LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0113 808-06716 1244.000 m | 1.04000 1293.76| 1.50000 1866.00| LINE, REMOVE | | | 0114 808-75043 245.200 m | 1.84000 451.17| 3.50000 858.20| LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0115 808-75240 424.800 m | 1.40000 594.72| 1.00000 424.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0116 808-75245 3693.800 m | 0.92000 3398.30| 1.00000 3693.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 210 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,989,491.13 ROUTE : CALL ORDER : 210 CONTRACT ID : R -26295-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 808-75320 36.000 EACH| 54.50000 1962.00| 60.00000 2160.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0118 808-75325 14.000 EACH| 57.50000 805.00| 72.00000 1008.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0119 808-75340 2.000 EACH| 238.00000 476.00| 7235.00000 14470.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0120 808-75998 300.000 EACH| 28.00000 8400.00| 35.00000 10500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,110,095.19| $ 3,168,366.81| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,110,095.19| $ 3,168,366.81| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 220 CONTRACT ID : R -26347-A COUNTIES : TIPPECANOE LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,736,896.00 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 1,798,231.75 103.5313% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,804,934.75 103.9172% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/21/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : S870012 S870012 S870012 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 5,746,353.29 100.0000% 2 35-1374866 PRIMCO, INC. $ 6,162,782.63 107.2468% 3 38-1625197 SELGE CONSTRUCTION CO. INC. $ 6,427,570.78 111.8547% 4 35-1139301 E & B PAVING, INC. $ 6,901,000.53 120.0935% 5 35-1489621 HRP CONSTRUCTION, INC. $ 7,715,579.84 134.2691% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGN INSTALLATION, NEW | | | 0001 105-06845 LUMP| 60000.00000 60000.00| 50000.00000 50000.00| 85000.00000 85000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 18.000 MOS | 10.00000 180.00| 1600.00000 28800.00| 1150.00000 20700.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 220000.00000 220000.00| 308139.13000 308139.13| 224300.00000 224300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 30000.00000 30000.00| 100000.00000 100000.00| 9400.00000 9400.00 CLEARING AND GRUBBING | | | 0005 201-52370 LUMP| 10000.00000 10000.00| 68163.62000 68163.62| 87000.00000 87000.00 CLEARING RIGHT OF WAY | | | 0006 202-03000 LUMP| 100.00000 100.00| 9670.00000 9670.00| 12500.00000 12500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 25 | | | 0007 202-03000 LUMP| 100.00000 100.00| 5970.00000 5970.00| 10900.00000 10900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 28 | | | 0008 203-02000 83853.000 m3 | 8.00000 670824.00| 6.74000 565169.22| 4.15000 347989.95 EXCAVATION, COMMON | | | 0009 203-02070 30791.000 m3 | 0.01000 307.91| 5.50000 169350.50| 5.15000 158573.65 BORROW | | | 0010 205-06931 192.000 Mg | 1.00000 192.00| 16.00000 3072.00| 75.00000 14400.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 796.000 m | 5.00000 3980.00| 5.15000 4099.40| 4.20000 3343.20 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 206-51230 500.000 m3 | 7.00000 3500.00| 4.00000 2000.00| 46.75000 23375.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 207-07498 22900.000 m2 | 0.01000 229.00| 4.15000 95035.00| 1.25000 28625.00 SUBGRADE TREATMENT, TYPE A | | | 0014 207-07503 1095.000 m2 | 0.01000 10.95| 6.00000 6570.00| 3.25000 3558.75 SUBGRADE TREATMENT, TYPE E | | | 0015 211-07454 15081.000 m3 | 0.01000 150.81| 0.01000 150.81| 0.01000 150.81 STRUCTURE BACKFILL | | | 0016 301-07448 31.000 Mg | 25.00000 775.00| 24.00000 744.00| 25.15000 779.65 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 302-06464 13060.000 m3 | 35.00000 457100.00| 32.00000 417920.00| 40.50000 528930.00 SUBBASE FOR PCCP | | | 0018 304-07493 1186.000 Mg | 35.00000 41510.00| 38.25000 45364.50| 38.00000 45068.00 WIDENING WITH HMA, TYPE B | | | 0019 306-08036 4990.000 m2 | 1.50000 7485.00| 2.15000 10728.50| 2.00000 9980.00 MILLING, ASPHALT, 50 mm | | | 0020 402-07432 6.000 Mg | 37.00000 222.00| 73.00000 438.00| 70.00000 420.00 HMA SURFACE, TYPE A | | | 0021 402-07433 1365.000 Mg | 37.00000 50505.00| 47.10000 64291.50| 47.00000 64155.00 HMA SURFACE, TYPE B | | | 0022 402-07435 10.000 Mg | 34.00000 340.00| 73.00000 730.00| 70.00000 700.00 HMA INTERMEDIATE, TYPE A | | | 0023 402-07438 2474.000 Mg | 34.00000 84116.00| 41.15000 101805.10| 41.00000 101434.00 HMA INTERMEDIATE, TYPE B | | | 0024 402-07441 5281.000 Mg | 34.00000 179554.00| 34.30000 181138.30| 34.00000 179554.00 HMA BASE, TYPE B | | | 0025 405-05517 0.100 Mg | 200.00000 20.00| 505.00000 50.50| 500.00000 50.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 7.400 Mg | 0.01000 0.07| 505.00000 3737.00| 500.00000 3700.00 ASPHALT FOR TACK COAT | | | 0027 501-06266 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 1.00000 1.00 PROFILOGRAPH, PCCP | | | 0029 503-05240 9970.000 m | 25.00000 249250.00| 20.50000 204385.00| 27.80000 277166.00 D-1 CONTRACTION JOINT | | | 0030 603-06040 2035.000 m | 14.85000 30219.75| 14.85000 30219.75| 14.85000 30219.75 FENCE, FARM FIELD, 1190 mm | | | 0031 603-06045 2110.000 m | 31.65000 66781.50| 31.65000 66781.50| 31.65000 66781.50 FENCE, CHAIN LINK, 1220 mm | | | 0032 604-07483 163.000 Mg | 37.00000 6031.00| 78.00000 12714.00| 75.00000 12225.00 HMA FOR SIDEWALK | | | 0033 604-07897 25.000 m2 | 36.00000 900.00| 45.94000 1148.50| 62.00000 1550.00 CURB RAMP, CONCRETE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 604-91531 9250.000 m2 | 10.00000 92500.00| 13.75000 127187.50| 14.50000 134125.00 SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06095 7094.000 m | 19.00000 134786.00| 10.75000 76260.50| 22.50000 159615.00 CURB, INTEGRAL, B, CONCRETE | | | 0036 605-06120 363.000 m | 27.00000 9801.00| 26.82000 9735.66| 25.00000 9075.00 CURB, CONCRETE | | | 0037 605-06121 626.000 m | 19.00000 11894.00| 27.72000 17352.72| 31.20000 19531.20 CURB, CONCRETE, B | | | 0038 605-06140 94.000 m | 38.00000 3572.00| 40.05000 3764.70| 43.50000 4089.00 CURB AND GUTTER, CONCRETE | | | 0039 605-06215 390.000 m | 70.00000 27300.00| 94.59000 36890.10| 98.50000 38415.00 CENTER CURB, D, CONCRETE | | | 0040 611-05330 304.000 m2 | 35.00000 10640.00| 34.26000 10415.04| 40.85000 12418.40 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 611-95023 2.000 EACH| 160.00000 320.00| 160.00000 320.00| 200.00000 400.00 MAILBOX ASSEMBLY, RESET | | | 0042 615-06490 31.000 EACH| 112.00000 3472.00| 112.00000 3472.00| 115.00000 3565.00 RIGHT OF WAY MARKER | | | 0043 615-06505 5.000 EACH| 475.00000 2375.00| 475.00000 2375.00| 475.00000 2375.00 MONUMENT, B | | | 0044 615-06510 8.000 EACH| 440.00000 3520.00| 440.00000 3520.00| 440.00000 3520.00 MONUMENT, C | | | 0045 615-06515 2.000 EACH| 125.00000 250.00| 125.00000 250.00| 125.00000 250.00 MONUMENT, D | | | 0046 615-06527 2.000 EACH| 440.00000 880.00| 440.00000 880.00| 440.00000 880.00 MONUMENT, SECTION CORNER | | | 0047 616-02320 3810.000 m2 | 2.00000 7620.00| 1.65000 6286.50| 1.50000 5715.00 GEOTEXTILES | | | 0048 616-05689 58.000 Mg | 35.00000 2030.00| 38.00000 2204.00| 70.00000 4060.00 RIPRAP, CLASS 2 | | | 0049 616-06405 8470.000 Mg | 10.00000 84700.00| 26.00000 220220.00| 29.90000 253253.00 RIPRAP, REVETMENT | | | 0050 621-01004 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-02356 106.000 kg | 41.85000 4436.10| 41.85000 4436.10| 41.85000 4436.10 SEEDING, WETLAND | | | 0052 621-06545 12.600 Mg | 452.00000 5695.20| 452.00000 5695.20| 452.00000 5695.20 FERTILIZER | | | 0053 621-06554 1860.000 kg | 7.50000 13950.00| 7.50000 13950.00| 7.50000 13950.00 SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-06565 50.600 Mg | 482.00000 24389.20| 482.00000 24389.20| 482.00000 24389.20 MULCHING MATERIAL | | | 0055 622-05626 15.000 EACH| 254.00000 3810.00| 254.00000 3810.00| 254.00000 3810.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0056 622-05640 300.000 EACH| 25.50000 7650.00| 25.50000 7650.00| 25.50000 7650.00 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0057 622-05648 1345.000 EACH| 7.12000 9576.40| 7.12000 9576.40| 7.15000 9616.75 PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0058 622-05649 18.000 EACH| 220.00000 3960.00| 220.00000 3960.00| 220.00000 3960.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0059 622-05650 16.000 EACH| 310.00000 4960.00| 310.00000 4960.00| 310.00000 4960.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0060 622-91786 425.000 EACH| 6.25000 2656.25| 6.25000 2656.25| 6.25000 2656.25 SEEDLING | | | 0061 714-04875 76.500 m | 3250.00000 248625.00| 2960.00000 226440.00| 3465.00000 265072.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4270 mm x 1830 mm | | | 0062 715-02397 1.000 EACH| 1155.00000 1155.00| 1600.00000 1600.00| 1500.00000 1500.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0063 715-03476 1.000 EACH| 615.00000 615.00| 1200.00000 1200.00| 700.00000 700.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0064 715-05019 56.800 m | 178.79000 10155.27| 165.00000 9372.00| 227.00000 12893.60 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0065 715-05024 484.800 m | 136.77000 66306.10| 165.00000 79992.00| 158.50000 76840.80 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0066 715-05048 7128.000 m | 9.00000 64152.00| 9.10000 64864.80| 10.10000 71992.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0067 715-05052 12.000 m | 103.16000 1237.92| 110.00000 1320.00| 115.75000 1389.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0068 715-05118 1.500 m | 57.75000 86.63| 110.00000 165.00| 208.75000 313.13 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0069 715-05149 2045.600 m | 59.00000 120690.40| 65.00000 132964.00| 106.50000 217856.40 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05152 689.300 m | 89.58000 61747.49| 85.00000 58590.50| 117.25000 80820.43 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0071 715-05154 465.800 m | 107.49000 50068.84| 110.00000 51238.00| 129.00000 60088.20 PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 715-05156 399.600 m | 139.52000 55752.19| 140.00000 55944.00| 150.25000 60039.90 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0073 715-05159 215.500 m | 195.00000 42022.50| 205.00000 44177.50| 223.50000 48164.25 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0074 715-05162 41.900 m | 258.72000 10840.37| 285.00000 11941.50| 315.00000 13198.50 PIPE, TYPE 2, CIRCULAR, 1350 mm | | | 0075 715-05842 1.000 EACH| 1025.00000 1025.00| 1960.00000 1960.00| 2800.00000 2800.00 CONCRETE ANCHOR, 1050 mm | | | 0076 715-46000 1.000 EACH| 156.00000 156.00| 500.00000 500.00| 275.00000 275.00 PIPE END SECTION, 300 mm | | | 0077 715-46030 1.000 EACH| 345.00000 345.00| 1080.00000 1080.00| 700.00000 700.00 PIPE END SECTION, 750 mm | | | 0078 715-91361 44.000 m | 79.14000 3482.16| 69.00000 3036.00| 72.25000 3179.00 PIPE, PVC, 150 mm | | | 0079 715-97691 1.000 EACH| 5550.00000 5550.00| 6000.00000 6000.00| 4750.00000 4750.00 GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0080 715-97755 1.000 EACH| 2200.00000 2200.00| 2500.00000 2500.00| 1850.00000 1850.00 GRATED BOX END SECTION, I, 3:1, 300 mm | | | 0081 718-06532 3420.000 m | 1.00000 3420.00| 3.40000 11628.00| 3.00000 10260.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0082 718-52610 1518.000 m3 | 27.00000 40986.00| 36.00000 54648.00| 25.50000 38709.00 AGGREGATE FOR UNDERDRAINS | | | 0083 718-99153 11321.000 m2 | 2.00000 22642.00| 1.05000 11887.05| 0.95000 10754.95 GEOTEXTILES FOR UNDERDRAIN | | | 0084 720-03194 4.000 EACH| 2250.00000 9000.00| 3500.00000 14000.00| 3175.00000 12700.00 MANHOLE , K10, MODIFIED | | | 0085 720-45250 47.000 EACH| 955.00000 44885.00| 1500.00000 70500.00| 1275.00000 59925.00 CATCH BASIN, K10 | | | 0086 720-45251 143.000 EACH| 1150.00000 164450.00| 1500.00000 214500.00| 1375.00000 196625.00 CATCH BASIN, K10, MODIFIED | | | 0087 720-45410 24.000 EACH| 1000.00000 24000.00| 1700.00000 40800.00| 1000.00000 24000.00 MANHOLE, C4 | | | 0088 720-93411 8.000 EACH| 1475.00000 11800.00| 2100.00000 16800.00| 1675.00000 13400.00 INLET, C15, MODIFIED | | | 0089 720-93501 2.000 EACH| 5150.00000 10300.00| 6000.00000 12000.00| 6450.00000 12900.00 MANHOLE, L4 | | | 0090 720-94208 1.000 EACH| 1270.00000 1270.00| 3000.00000 3000.00| 1150.00000 1150.00 MANHOLE, C10 | | | 0091 720-94612 6.000 EACH| 2180.00000 13080.00| 3600.00000 21600.00| 2950.00000 17700.00 MANHOLE, K4 | | | 0092 720-95422 24.000 EACH| 1450.00000 34800.00| 3200.00000 76800.00| 1500.00000 36000.00 MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 720-98959 1.000 EACH| 840.00000 840.00| 2800.00000 2800.00| 1000.00000 1000.00 MANHOLE, A | | | 0094 801-01504 4.000 EACH| 135.00000 540.00| 85.00000 340.00| 85.00000 340.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0095 801-04308 10.000 EACH| 210.00000 2100.00| 210.00000 2100.00| 210.00000 2100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06207 4200.000 m | 2.68000 11256.00| 2.68000 11256.00| 2.68000 11256.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0097 801-06469 556.000 m | 5.37000 2985.72| 5.37000 2985.72| 5.37000 2985.72 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0098 801-06577 12.000 m | 16.00000 192.00| 16.00000 192.00| 16.00000 192.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0099 801-06625 35.000 EACH| 70.00000 2450.00| 65.00000 2275.00| 70.00000 2450.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0100 801-06640 52.000 EACH| 130.00000 6760.00| 130.00000 6760.00| 130.00000 6760.00 CONSTRUCTION SIGN, A | | | 0101 801-06645 3.000 EACH| 50.00000 150.00| 50.00000 150.00| 50.00000 150.00 CONSTRUCTION SIGN, B | | | 0102 801-06710 60.000 DAY | 13.00000 780.00| 13.00000 780.00| 13.00000 780.00 FLASHING ARROW SIGN | | | 0103 801-06735 52.000 EACH| 29.00000 1508.00| 29.00000 1508.00| 29.00000 1508.00 TUBULAR MARKER, PERMANENT | | | 0104 801-06775 LUMP| 5000.00000 5000.00| 8100.00000 8100.00| 8100.00000 8100.00 MAINTAINING TRAFFIC | | | 0105 801-07118 39.000 m | 41.00000 1599.00| 41.00000 1599.00| 41.00000 1599.00 BARRICADE, III-A | | | 0106 801-07119 13.000 m | 45.00000 585.00| 45.00000 585.00| 45.00000 585.00 BARRICADE, III-B | | | 0107 802-05701 81.100 m | 30.00000 2433.00| 21.00000 1703.10| 40.00000 3244.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0108 802-07058 10.000 EACH| 90.00000 900.00| 135.00000 1350.00| 85.00000 850.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0109 802-07059 21.000 EACH| 19.25000 404.25| 50.00000 1050.00| 52.00000 1092.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0110 802-76025 20.620 m2 | 153.00000 3154.86| 110.00000 2268.20| 103.00000 2123.86 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 802-76035 4.740 m2 | 130.00000 616.20| 120.00000 568.80| 108.00000 511.92 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0112 802-76045 5.430 m2 | 160.00000 868.80| 127.00000 689.61| 138.00000 749.34 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0113 805-01815 8.000 EACH| 1685.00000 13480.00| 1200.00000 9600.00| 1685.00000 13480.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0114 805-01842 55.000 EACH| 680.00000 37400.00| 590.00000 32450.00| 680.00000 37400.00 HANDHOLE, SIGNAL | | | 0115 805-01879 2.000 EACH| 535.00000 1070.00| 475.00000 950.00| 535.00000 1070.00 SIGNAL SERVICE, INSTALL | | | 0116 805-02152 16.000 EACH| 315.00000 5040.00| 234.00000 3744.00| 315.00000 5040.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0117 805-02373 2075.000 m | 3.80000 7885.00| 3.00000 6225.00| 3.80000 7885.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0118 805-06592 3021.000 m | 24.25000 73259.25| 26.00000 78546.00| 24.25000 73259.25 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0119 805-78106 1.000 EACH| 8650.00000 8650.00| 11170.00000 11170.00| 8650.00000 8650.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0120 805-78109 2.000 EACH| 6770.00000 13540.00| 7525.00000 15050.00| 6770.00000 13540.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0121 805-78205 21.000 EACH| 525.00000 11025.00| 456.00000 9576.00| 525.00000 11025.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0122 805-78215 8.000 EACH| 530.00000 4240.00| 485.00000 3880.00| 530.00000 4240.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0123 805-78230 4.000 EACH| 865.00000 3460.00| 772.00000 3088.00| 865.00000 3460.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0124 805-78370 16.000 EACH| 75.00000 1200.00| 70.00000 1120.00| 75.00000 1200.00 PEDESTRIAN PUSH BUTTON | | | 0125 805-78415 2.000 EACH| 1900.00000 3800.00| 1800.00000 3600.00| 1900.00000 3800.00 SPAN, CATENARY, AND TETHER | | | 0126 805-78420 6.000 EACH| 180.00000 1080.00| 180.00000 1080.00| 180.00000 1080.00 DISCONNECT HANGER | | | 0127 805-78467 50.000 m | 5.10000 255.00| 12.00000 600.00| 5.10000 255.00 SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 805-78470 1584.000 m | 0.40000 633.60| 0.70000 1108.80| 0.40000 633.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0129 805-78485 2055.000 m | 3.70000 7603.50| 2.75000 5651.25| 3.70000 7603.50 SIGNAL CABLE, 5C 14GA. | | | 0130 805-78490 862.000 m | 4.15000 3577.30| 3.00000 2586.00| 4.15000 3577.30 SIGNAL CABLE, 7C 14GA. | | | 0131 805-78510 2904.000 m | 3.30000 9583.20| 2.25000 6534.00| 3.30000 9583.20 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0132 805-78746 12.000 m | 32.00000 384.00| 20.00000 240.00| 32.00000 384.00 PREFORMED LOOP DETECTORS | | | 0133 805-78785 12.000 EACH| 485.00000 5820.00| 470.00000 5640.00| 485.00000 5820.00 SIGNAL DETECTOR HOUSING | | | 0134 805-78795 480.000 m | 22.30000 10704.00| 28.00000 13440.00| 22.30000 10704.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0135 805-78925 3.000 EACH| 595.00000 1785.00| 515.00000 1545.00| 595.00000 1785.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0136 805-81060 8.000 EACH| 2315.00000 18520.00| 2200.00000 17600.00| 2315.00000 18520.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0137 805-92504 36.000 EACH| 175.00000 6300.00| 180.00000 6480.00| 175.00000 6300.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0138 808-03002 964.000 m | 1.15000 1108.60| 1.15000 1108.60| 1.12000 1079.68 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0139 808-03179 6.000 EACH| 175.00000 1050.00| 175.00000 1050.00| 301.00000 1806.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0140 808-03631 4121.000 m | 1.15000 4739.15| 1.15000 4739.15| 1.12000 4615.52 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0141 808-03632 3854.000 m | 1.15000 4432.10| 1.15000 4432.10| 1.12000 4316.48 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0142 808-05534 732.000 m | 1.65000 1207.80| 1.65000 1207.80| 2.23000 1632.36 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0143 808-06701 28.000 m | 1.35000 37.80| 1.35000 37.80| 1.28000 35.84 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0144 808-06703 756.000 m | 1.35000 1020.60| 1.35000 1020.60| 1.28000 967.68 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0145 808-06705 166.000 m | 3.85000 639.10| 3.85000 639.10| 2.55000 423.30 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0146 808-75043 542.000 m | 2.90000 1571.80| 2.90000 1571.80| 2.26000 1224.92 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0147 808-75071 2.000 EACH| 125.00000 250.00| 125.00000 250.00| 210.00000 420.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0148 808-75245 460.000 m | 1.35000 621.00| 1.35000 621.00| 1.28000 588.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0149 808-75297 106.000 m | 11.50000 1219.00| 11.50000 1219.00| 9.05000 959.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0150 808-75320 11.000 EACH| 69.00000 759.00| 69.00000 759.00| 55.00000 605.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0151 808-75325 5.000 EACH| 100.00000 500.00| 100.00000 500.00| 78.00000 390.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0152 808-75998 168.000 EACH| 18.50000 3108.00| 18.50000 3108.00| 22.50000 3780.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0153 808-92027 314.000 m | 3.85000 1208.90| 3.85000 1208.90| 2.55000 800.70 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0154 808-96016 122.000 m | 5.75000 701.50| 5.75000 701.50| 4.52000 551.44 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0155 105-06904 1.000 EACH| 50.00000 50.00| 128.50000 128.50| 100.00000 100.00 PHONE(SUPERVISOR) | | | 0156 105-06906 15.000 MOS | 220.00000 3300.00| 111.00000 1665.00| 250.00000 3750.00 CELLULAR SERVICE(SUPERVISOR) | | | 0157 105-06905 4.000 EACH| 50.00000 200.00| 168.50000 674.00| 100.00000 400.00 PHONE(INSPECTOR) | | | 0158 501-06727 LUMP| 2500.00000 2500.00| 1100.00000 1100.00| 3600.00000 3600.00 CORING, PCCP | | | 0159 501-06266 LUMP| 2600.00000 2600.00| 1.00000 1.00| 1.00000 1.00 PROFILOGRAPH, PCCP | | | 0160 108-01614 LUMP| 7300.00000 7300.00| 7300.00000 7300.00| 7300.00000 7300.00 PARTNERING OVERHEAD | | | 0161 210-08160 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 7500.00000 7500.00 ALL TERRAIN VEHICLE | | | 0163 501-06323 49660.000 m2 | 32.00000 1589120.00| 26.75000 1328405.00| 32.15000 1596569.00 QC/QA-PCCP, 300 mm | | | 0164 621-02363 112500.000 m2 | 0.27000 30375.00| 0.27000 30375.00| 0.30000 33750.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 621-04258 213.000 kg | 34.25000 7295.25| 34.25000 7295.25| 34.25000 7295.25 SEED MIXTURE , TEMPORARY | | | WETLAND/PERMANENT UPLAND | | | 0166 621-02318 0.500 kg | 596.00000 298.00| 596.00000 298.00| 596.00000 298.00 SEED MIXTURE, PRAIRIE GRASS | | | 0167 202-03000 LUMP| 100.00000 100.00| 1.00000 1.00| 1.00000 1.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 25 | | | SECTION TOTALS | $ 5,746,353.29| $ 6,162,782.63| $ 6,427,570.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,746,353.29| $ 6,162,782.63| $ 6,427,570.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1489621 | |E & B PAVING, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGN INSTALLATION, NEW | | | 0001 105-06845 LUMP| 176220.91000 176220.91| 180000.00000 180000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 18.000 MOS | 1954.70000 35184.60| 2200.00000 39600.00| FIELD OFFICE, C | | | 0003 110-01001 LUMP| 345050.03000 345050.03| 385000.00000 385000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 110000.00000 110000.00| 216000.00000 216000.00| CLEARING AND GRUBBING | | | 0005 201-52370 LUMP| 138020.01000 138020.01| 231000.00000 231000.00| CLEARING RIGHT OF WAY | | | 0006 202-03000 LUMP| 10000.00000 10000.00| 18000.00000 18000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 25 | | | 0007 202-03000 LUMP| 15000.00000 15000.00| 18000.00000 18000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 28 | | | 0008 203-02000 83853.000 m3 | 6.74000 565169.22| 11.00000 922383.00| EXCAVATION, COMMON | | | 0009 203-02070 30791.000 m3 | 5.50000 169350.50| 8.00000 246328.00| BORROW | | | 0010 205-06931 192.000 Mg | 16.00000 3072.00| 20.00000 3840.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 796.000 m | 4.28000 3406.88| 4.20000 3343.20| TEMPORARY SILT FENCE | | | 0012 206-51230 500.000 m3 | 100.00000 50000.00| 19.00000 9500.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 207-07498 22900.000 m2 | 3.47000 79463.00| 3.00000 68700.00| SUBGRADE TREATMENT, TYPE A | | | 0014 207-07503 1095.000 m2 | 7.60000 8322.00| 6.00000 6570.00| SUBGRADE TREATMENT, TYPE E | | | 0015 211-07454 15081.000 m3 | 0.01000 150.81| 3.00000 45243.00| STRUCTURE BACKFILL | | | 0016 301-07448 31.000 Mg | 41.13000 1275.03| 20.00000 620.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 302-06464 13060.000 m3 | 28.00000 365680.00| 30.00000 391800.00| SUBBASE FOR PCCP | | | 0018 304-07493 1186.000 Mg | 38.76000 45969.36| 38.00000 45068.00| WIDENING WITH HMA, TYPE B | | | 0019 306-08036 4990.000 m2 | 2.04000 10179.60| 2.00000 9980.00| MILLING, ASPHALT, 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1489621 | |E & B PAVING, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-07432 6.000 Mg | 71.40000 428.40| 70.00000 420.00| HMA SURFACE, TYPE A | | | 0021 402-07433 1365.000 Mg | 47.94000 65438.10| 47.00000 64155.00| HMA SURFACE, TYPE B | | | 0022 402-07435 10.000 Mg | 71.40000 714.00| 70.00000 700.00| HMA INTERMEDIATE, TYPE A | | | 0023 402-07438 2474.000 Mg | 41.82000 103462.68| 41.00000 101434.00| HMA INTERMEDIATE, TYPE B | | | 0024 402-07441 5281.000 Mg | 34.68000 183145.08| 34.00000 179554.00| HMA BASE, TYPE B | | | 0025 405-05517 0.100 Mg | 510.00000 51.00| 500.00000 50.00| ASPHALT FOR PRIME COAT | | | 0026 406-05520 7.400 Mg | 510.00000 3774.00| 500.00000 3700.00| ASPHALT FOR TACK COAT | | | 0027 501-06266 LUMP| 7149.96000 7149.96| 7149.96000 7149.96| PROFILOGRAPH, PCCP | | | 0029 503-05240 9970.000 m | 23.53000 234594.10| 23.53000 234594.10| D-1 CONTRACTION JOINT | | | 0030 603-06040 2035.000 m | 13.16000 26780.60| 14.85000 30219.75| FENCE, FARM FIELD, 1190 mm | | | 0031 603-06045 2110.000 m | 33.56000 70811.60| 26.00000 54860.00| FENCE, CHAIN LINK, 1220 mm | | | 0032 604-07483 163.000 Mg | 76.50000 12469.50| 75.00000 12225.00| HMA FOR SIDEWALK | | | 0033 604-07897 25.000 m2 | 67.32000 1683.00| 72.60000 1815.00| CURB RAMP, CONCRETE, C | | | 0034 604-91531 9250.000 m2 | 15.81000 146242.50| 17.05000 157712.50| SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06095 7094.000 m | 18.87000 133863.78| 21.57000 153017.58| CURB, INTEGRAL, B, CONCRETE | | | 0036 605-06120 363.000 m | 44.37000 16106.31| 47.85000 17369.55| CURB, CONCRETE | | | 0037 605-06121 626.000 m | 35.19000 22028.94| 37.95000 23756.70| CURB, CONCRETE, B | | | 0038 605-06140 94.000 m | 40.80000 3835.20| 44.00000 4136.00| CURB AND GUTTER, CONCRETE | | | 0039 605-06215 390.000 m | 142.80000 55692.00| 149.87000 58449.30| CENTER CURB, D, CONCRETE | | | 0040 611-05330 304.000 m2 | 44.88000 13643.52| 48.40000 14713.60| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1489621 | |E & B PAVING, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 611-95023 2.000 EACH| 163.20000 326.40| 160.00000 320.00| MAILBOX ASSEMBLY, RESET | | | 0042 615-06490 31.000 EACH| 112.20000 3478.20| 112.00000 3472.00| RIGHT OF WAY MARKER | | | 0043 615-06505 5.000 EACH| 382.50000 1912.50| 475.00000 2375.00| MONUMENT, B | | | 0044 615-06510 8.000 EACH| 255.00000 2040.00| 440.00000 3520.00| MONUMENT, C | | | 0045 615-06515 2.000 EACH| 142.80000 285.60| 125.00000 250.00| MONUMENT, D | | | 0046 615-06527 2.000 EACH| 255.00000 510.00| 440.00000 880.00| MONUMENT, SECTION CORNER | | | 0047 616-02320 3810.000 m2 | 1.65000 6286.50| 1.87000 7124.70| GEOTEXTILES | | | 0048 616-05689 58.000 Mg | 38.00000 2204.00| 71.00000 4118.00| RIPRAP, CLASS 2 | | | 0049 616-06405 8470.000 Mg | 26.00000 220220.00| 30.00000 254100.00| RIPRAP, REVETMENT | | | 0050 621-01004 1.000 EACH| 663.00000 663.00| 650.00000 650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-02356 106.000 kg | 42.69000 4525.14| 41.85000 4436.10| SEEDING, WETLAND | | | 0052 621-06545 12.600 Mg | 461.04000 5809.10| 452.00000 5695.20| FERTILIZER | | | 0053 621-06554 1860.000 kg | 7.65000 14229.00| 7.50000 13950.00| SEED MIXTURE, U | | | 0054 621-06565 50.600 Mg | 491.64000 24876.98| 482.00000 24389.20| MULCHING MATERIAL | | | 0055 622-05626 15.000 EACH| 259.08000 3886.20| 254.00000 3810.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0056 622-05640 300.000 EACH| 26.01000 7803.00| 25.50000 7650.00| PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0057 622-05648 1345.000 EACH| 7.26000 9764.70| 7.12000 9576.40| PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0058 622-05649 18.000 EACH| 224.40000 4039.20| 220.00000 3960.00| PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1489621 | |E & B PAVING, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 622-05650 16.000 EACH| 316.20000 5059.20| 310.00000 4960.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0060 622-91786 425.000 EACH| 6.38000 2711.50| 6.25000 2656.25| SEEDLING | | | 0061 714-04875 76.500 m | 3360.00000 257040.00| 3500.00000 267750.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4270 mm x 1830 mm | | | 0062 715-02397 1.000 EACH| 1600.00000 1600.00| 780.00800 780.01| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0063 715-03476 1.000 EACH| 1200.00000 1200.00| 600.00000 600.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0064 715-05019 56.800 m | 165.00000 9372.00| 141.00000 8008.80| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0065 715-05024 484.800 m | 165.00000 79992.00| 150.00000 72720.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0066 715-05048 7128.000 m | 9.10000 64864.80| 9.00000 64152.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0067 715-05052 12.000 m | 110.00000 1320.00| 81.00000 972.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0068 715-05118 1.500 m | 110.00000 165.00| 175.00000 262.50| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0069 715-05149 2045.600 m | 65.00000 132964.00| 59.00000 120690.40| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05152 689.300 m | 85.00000 58590.50| 76.00000 52386.80| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0071 715-05154 465.800 m | 110.00000 51238.00| 88.00000 40990.40| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0072 715-05156 399.600 m | 140.00000 55944.00| 118.00000 47152.80| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0073 715-05159 215.500 m | 205.00000 44177.50| 205.00000 44177.50| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0074 715-05162 41.900 m | 285.00000 11941.50| 280.00000 11732.00| PIPE, TYPE 2, CIRCULAR, 1350 mm | | | 0075 715-05842 1.000 EACH| 1960.00000 1960.00| 1400.00000 1400.00| CONCRETE ANCHOR, 1050 mm | | | 0076 715-46000 1.000 EACH| 500.00000 500.00| 800.00000 800.00| PIPE END SECTION, 300 mm | | | 0077 715-46030 1.000 EACH| 1080.00000 1080.00| 1200.00000 1200.00| PIPE END SECTION, 750 mm | | | 0078 715-91361 44.000 m | 69.00000 3036.00| 45.00000 1980.00| PIPE, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1489621 | |E & B PAVING, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 715-97691 1.000 EACH| 6000.00000 6000.00| 6200.00000 6200.00| GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0080 715-97755 1.000 EACH| 2500.00000 2500.00| 3400.00000 3400.00| GRATED BOX END SECTION, I, 3:1, 300 mm | | | 0081 718-06532 3420.000 m | 3.06000 10465.20| 3.00000 10260.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0082 718-52610 1518.000 m3 | 36.00000 54648.00| 24.00000 36432.00| AGGREGATE FOR UNDERDRAINS | | | 0083 718-99153 11321.000 m2 | 1.05000 11887.05| 2.00000 22642.00| GEOTEXTILES FOR UNDERDRAIN | | | 0084 720-03194 4.000 EACH| 3500.00000 14000.00| 3000.00000 12000.00| MANHOLE , K10, MODIFIED | | | 0085 720-45250 47.000 EACH| 1500.00000 70500.00| 1900.00000 89300.00| CATCH BASIN, K10 | | | 0086 720-45251 143.000 EACH| 1500.00000 214500.00| 2000.00000 286000.00| CATCH BASIN, K10, MODIFIED | | | 0087 720-45410 24.000 EACH| 1700.00000 40800.00| 2500.00000 60000.00| MANHOLE, C4 | | | 0088 720-93411 8.000 EACH| 2100.00000 16800.00| 2000.00000 16000.00| INLET, C15, MODIFIED | | | 0089 720-93501 2.000 EACH| 6000.00000 12000.00| 6000.00000 12000.00| MANHOLE, L4 | | | 0090 720-94208 1.000 EACH| 3000.00000 3000.00| 2000.00000 2000.00| MANHOLE, C10 | | | 0091 720-94612 6.000 EACH| 3600.00000 21600.00| 3000.00000 18000.00| MANHOLE, K4 | | | 0092 720-95422 24.000 EACH| 3200.00000 76800.00| 2500.00000 60000.00| MANHOLE, J4 | | | 0093 720-98959 1.000 EACH| 2800.00000 2800.00| 2000.00000 2000.00| MANHOLE, A | | | 0094 801-01504 4.000 EACH| 86.70000 346.80| 85.00000 340.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0095 801-04308 10.000 EACH| 20.40000 204.00| 210.00000 2100.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06207 4200.000 m | 2.73000 11466.00| 2.68000 11256.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0097 801-06469 556.000 m | 5.48000 3046.88| 5.37000 2985.72| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1489621 | |E & B PAVING, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 801-06577 12.000 m | 16.32000 195.84| 16.00000 192.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0099 801-06625 35.000 EACH| 71.40000 2499.00| 65.00000 2275.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0100 801-06640 52.000 EACH| 132.60000 6895.20| 130.00000 6760.00| CONSTRUCTION SIGN, A | | | 0101 801-06645 3.000 EACH| 51.00000 153.00| 50.00000 150.00| CONSTRUCTION SIGN, B | | | 0102 801-06710 60.000 DAY | 13.26000 795.60| 13.00000 780.00| FLASHING ARROW SIGN | | | 0103 801-06735 52.000 EACH| 29.58000 1538.16| 29.00000 1508.00| TUBULAR MARKER, PERMANENT | | | 0104 801-06775 LUMP| 42802.69000 42802.69| 43400.00000 43400.00| MAINTAINING TRAFFIC | | | 0105 801-07118 39.000 m | 41.82000 1630.98| 41.00000 1599.00| BARRICADE, III-A | | | 0106 801-07119 13.000 m | 45.90000 596.70| 45.00000 585.00| BARRICADE, III-B | | | 0107 802-05701 81.100 m | 30.60000 2481.66| 30.00000 2433.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0108 802-07058 10.000 EACH| 91.80000 918.00| 90.00000 900.00| SIGN, SHEET ASSEMBLY, RELOCATE | | | 0109 802-07059 21.000 EACH| 19.64000 412.44| 19.25000 404.25| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0110 802-76025 20.620 m2 | 156.06000 3217.96| 153.00000 3154.86| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0111 802-76035 4.740 m2 | 132.60000 628.52| 130.00000 616.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0112 802-76045 5.430 m2 | 163.20000 886.18| 160.00000 868.80| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0113 805-01815 8.000 EACH| 1718.70000 13749.60| 1685.00000 13480.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0114 805-01842 55.000 EACH| 693.60000 38148.00| 680.00000 37400.00| HANDHOLE, SIGNAL | | | 0115 805-01879 2.000 EACH| 545.70000 1091.40| 535.00000 1070.00| SIGNAL SERVICE, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1489621 | |E & B PAVING, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 805-02152 16.000 EACH| 321.30000 5140.80| 315.00000 5040.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0117 805-02373 2075.000 m | 3.88000 8051.00| 3.80000 7885.00| INTERCONNECT CABLE, FIBER OPTIC | | | 0118 805-06592 3021.000 m | 24.74000 74739.54| 24.25000 73259.25| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0119 805-78106 1.000 EACH| 8823.00000 8823.00| 8650.00000 8650.00| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0120 805-78109 2.000 EACH| 6905.40000 13810.80| 6770.00000 13540.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0121 805-78205 21.000 EACH| 535.50000 11245.50| 525.00000 11025.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0122 805-78215 8.000 EACH| 540.60000 4324.80| 530.00000 4240.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0123 805-78230 4.000 EACH| 882.30000 3529.20| 865.00000 3460.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0124 805-78370 16.000 EACH| 76.50000 1224.00| 75.00000 1200.00| PEDESTRIAN PUSH BUTTON | | | 0125 805-78415 2.000 EACH| 1938.00000 3876.00| 1900.00000 3800.00| SPAN, CATENARY, AND TETHER | | | 0126 805-78420 6.000 EACH| 183.60000 1101.60| 180.00000 1080.00| DISCONNECT HANGER | | | 0127 805-78467 50.000 m | 5.20000 260.00| 5.10000 255.00| SIGNAL CABLE, 3C 8GA. | | | 0128 805-78470 1584.000 m | 0.41000 649.44| 0.40000 633.60| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0129 805-78485 2055.000 m | 3.77000 7747.35| 3.70000 7603.50| SIGNAL CABLE, 5C 14GA. | | | 0130 805-78490 862.000 m | 4.23000 3646.26| 4.15000 3577.30| SIGNAL CABLE, 7C 14GA. | | | 0131 805-78510 2904.000 m | 3.37000 9786.48| 3.30000 9583.20| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0132 805-78746 12.000 m | 32.64000 391.68| 32.00000 384.00| PREFORMED LOOP DETECTORS | | | 0133 805-78785 12.000 EACH| 494.70000 5936.40| 485.00000 5820.00| SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1489621 | |E & B PAVING, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 805-78795 480.000 m | 22.75000 10920.00| 22.30000 10704.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0135 805-78925 3.000 EACH| 606.90000 1820.70| 595.00000 1785.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0136 805-81060 8.000 EACH| 2361.30000 18890.40| 2315.00000 18520.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0137 805-92504 36.000 EACH| 178.50000 6426.00| 175.00000 6300.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0138 808-03002 964.000 m | 1.17000 1127.88| 1.21000 1166.44| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0139 808-03179 6.000 EACH| 178.50000 1071.00| 183.75000 1102.50| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0140 808-03631 4121.000 m | 1.17000 4821.57| 1.21000 4986.41| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0141 808-03632 3854.000 m | 1.17000 4509.18| 1.21000 4663.34| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0142 808-05534 732.000 m | 1.68000 1229.76| 1.73000 1266.36| LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0143 808-06701 28.000 m | 1.38000 38.64| 1.42000 39.76| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0144 808-06703 756.000 m | 1.38000 1043.28| 1.42000 1073.52| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0145 808-06705 166.000 m | 3.93000 652.38| 4.04000 670.64| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0146 808-75043 542.000 m | 2.96000 1604.32| 3.05000 1653.10| LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0147 808-75071 2.000 EACH| 127.50000 255.00| 131.25000 262.50| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0148 808-75245 460.000 m | 1.38000 634.80| 1.42000 653.20| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0149 808-75297 106.000 m | 11.73000 1243.38| 12.08000 1280.48| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0150 808-75320 11.000 EACH| 70.38000 774.18| 72.45000 796.95| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 226 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,494,620.65 ROUTE : 331 CALL ORDER : 226 CONTRACT ID : R -26937-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1489621 | |E & B PAVING, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 808-75325 5.000 EACH| 102.00000 510.00| 105.00000 525.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0152 808-75998 168.000 EACH| 18.87000 3170.16| 45.00000 7560.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0153 808-92027 314.000 m | 3.93000 1234.02| 4.04000 1268.56| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0154 808-96016 122.000 m | 5.87000 716.14| 6.04000 736.88| LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0155 105-06904 1.000 EACH| 197.97000 197.97| 350.00000 350.00| PHONE(SUPERVISOR) | | | 0156 105-06906 15.000 MOS | 76.99000 1154.85| 150.00000 2250.00| CELLULAR SERVICE(SUPERVISOR) | | | 0157 105-06905 4.000 EACH| 197.97000 791.88| 1200.00000 4800.00| PHONE(INSPECTOR) | | | 0158 501-06727 LUMP| 3837.57000 3837.57| 3837.57000 3837.57| CORING, PCCP | | | 0159 501-06266 LUMP| 0.01000 0.01| 1.00000 1.00| PROFILOGRAPH, PCCP | | | 0160 108-01614 LUMP| 15180.00000 15180.00| 8000.00000 8000.00| PARTNERING OVERHEAD | | | 0161 210-08160 LUMP| 9392.42000 9392.42| 22000.00000 22000.00| ALL TERRAIN VEHICLE | | | 0163 501-06323 49660.000 m2 | 31.84000 1581174.40| 31.84000 1581174.40| QC/QA-PCCP, 300 mm | | | 0164 621-02363 112500.000 m2 | 0.28000 31500.00| 0.27000 30375.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0165 621-04258 213.000 kg | 34.94000 7442.22| 34.25000 7295.25| SEED MIXTURE , TEMPORARY | | | WETLAND/PERMANENT UPLAND | | | 0166 621-02318 0.500 kg | 607.92000 303.96| 596.00000 298.00| SEED MIXTURE, PRAIRIE GRASS | | | 0167 202-03000 LUMP| 0.01000 0.01| 1.00000 1.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 25 | | | SECTION TOTALS | $ 6,901,000.53| $ 7,715,579.84| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,901,000.53| $ 7,715,579.84| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 27 CALL ORDER : 230 CONTRACT ID : R -27136-A COUNTIES : JAY RANDOLPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/17/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 5,523,436.14 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,577,279.90 ROUTE : US 41 CALL ORDER : 240 CONTRACT ID : R -27159-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0191024 0194024 0194024 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 6,838,589.76 100.0000% 2 36-2061280 GALLAGHER ASPHALT CORPORATION IRREGULAR BID $ 7,687,850.56 112.4186% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 8,323,410.14 121.7123% ==================================================================================================================================== |(1) 35-1120685 |(2) 36-2061280 |(3) 35-0918397 |WALSH & KELLY |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP| 45000.00000 45000.00| 68000.00000 68000.00| 100000.00000 100000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH| 160.00000 160.00| 2000.00000 2000.00| 85.85000 85.85 PHONE(SUPERVISOR) | | | 0003 105-06905 5.000 EACH| 160.00000 800.00| 2000.00000 10000.00| 868.50000 4342.50 PHONE(INSPECTOR) | | | 0004 105-06906 18.000 MOS | 160.00000 2880.00| 150.00000 2700.00| 64.15000 1154.70 CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-07039 18.000 MOS | 2500.00000 45000.00| 2200.00000 39600.00| 2075.80000 37364.40 FIELD OFFICE, B | | | 0006 108-01614 LUMP| 9100.00000 9100.00| 10000.00000 10000.00| 9891.30000 9891.30 PARTNERING OVERHEAD | | | 0007 110-01001 LUMP| 340000.00000 340000.00| 168000.00000 168000.00| 900000.00000 900000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP| 95000.00000 95000.00| 30000.00000 30000.00| 200000.00000 200000.00 CLEARING RIGHT OF WAY | | | 0009 202-02240 44679.800 m2 | 0.25000 11169.95| 12.50000 558497.50| 5.00000 223399.00 PAVEMENT REMOVAL | | | 0010 202-02241 49.500 m | 25.00000 1237.50| 20.00000 990.00| 35.30000 1747.35 GUARDRAIL, REMOVE | | | 0011 202-02273 74.500 m2 | 38.00000 2831.00| 18.00000 1341.00| 11.20000 834.40 CENTER CURB, CONCRETE, REMOVE | | | 0012 202-02278 569.800 m | 5.00000 2849.00| 16.50000 9401.70| 9.00000 5128.20 CURB, CONCRETE, REMOVE | | | 0013 202-02279 591.600 m | 8.00000 4732.80| 16.50000 9761.40| 8.00000 4732.80 CURB AND GUTTER, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,577,279.90 ROUTE : US 41 CALL ORDER : 240 CONTRACT ID : R -27159-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 36-2061280 |(3) 35-0918397 |WALSH & KELLY |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-78515 LUMP| 5500.00000 5500.00| 5600.00000 5600.00| 5978.25000 5978.25 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 203-02000 17405.000 m3 | 20.00000 348100.00| 23.90000 415979.50| 15.00000 261075.00 EXCAVATION, COMMON | | | 0016 203-02070 10482.000 m3 | 8.00000 83856.00| 23.40000 245278.80| 11.35000 118970.70 BORROW | | | 0017 205-06933 23.000 EACH| 60.00000 1380.00| 60.00000 1380.00| 65.20000 1499.60 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 2191.600 m | 5.35000 11725.06| 5.50000 12053.80| 5.80000 12711.28 TEMPORARY SILT FENCE | | | 0019 207-07498 53378.700 m2 | 0.10000 5337.87| 3.50000 186825.45| 3.40000 181487.58 SUBGRADE TREATMENT, TYPE A | | | 0020 211-07454 8664.000 m3 | 18.50000 160284.00| 18.90000 163749.60| 20.10000 174146.40 STRUCTURE BACKFILL | | | 0021 303-01180 5256.500 Mg | 20.00000 105130.00| 24.00000 126156.00| 12.00000 63078.00 COMPACTED AGGREGATE, NO. 53 | | | 0022 304-07491 48.600 Mg | 50.00000 2430.00| 82.00000 3985.20| 83.35000 4050.81 HMA PATCHING, TYPE C | | | 0023 306-08043 2325.900 m2 | 4.00000 9303.60| 3.75000 8722.13| 3.50000 8140.65 MILLING, TRANSITION | | | 0024 401-07335 5196.900 Mg | 48.00000 249451.20| 50.00000 259845.00| 54.00000 280632.60 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0025 401-07404 10419.500 Mg | 40.00000 416780.00| 40.00000 416780.00| 39.00000 406360.50 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0026 401-07419 28548.100 Mg | 35.00000 999183.50| 39.00000 1113375.90| 37.90000 1081972.99 QC/QA-HMA, 4, 76, BASE, 25.0 mm | | | 0027 401-07430 15540.200 Mg | 35.00000 543907.00| 37.50000 582757.50| 39.50000 613837.90 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0028 405-05517 19.000 Mg | 200.00000 3800.00| 400.00000 7600.00| 100.00000 1900.00 ASPHALT FOR PRIME COAT | | | 0029 406-05520 60.200 Mg | 400.00000 24080.00| 400.00000 24080.00| 164.85000 9923.97 ASPHALT FOR TACK COAT | | | 0030 601-95344 56.700 m | 481.00000 27272.70| 490.00000 27783.00| 522.85000 29645.60 HANDRAIL, PEDESTRIAN | | | 0031 604-06069 516.400 m2 | 90.00000 46476.00| 42.00000 21688.80| 47.70000 24632.28 CURB RAMP, CONCRETE | | | 0032 604-91531 5481.100 m2 | 36.00000 197319.60| 32.80000 179780.08| 35.95000 197045.55 SIDEWALK, CONCRETE, 100 mm | | | 0033 605-06120 491.800 m | 60.00000 29508.00| 35.80000 17606.44| 51.90000 25524.42 CURB, CONCRETE | | | 0034 605-06140 3696.700 m | 50.00000 184835.00| 43.50000 160806.45| 57.85000 213854.10 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,577,279.90 ROUTE : US 41 CALL ORDER : 240 CONTRACT ID : R -27159-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 36-2061280 |(3) 35-0918397 |WALSH & KELLY |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 605-06215 910.100 m | 100.00000 91010.00| 105.00000 95560.50| 155.00000 141065.50 CENTER CURB, D, CONCRETE | | | 0036 605-94811 2.000 EACH| 2500.00000 5000.00| 320.00000 640.00| 926.85000 1853.70 CURB TURNOUT | | | 0037 610-07488 3030.500 Mg | 52.00000 157586.00| 62.00000 187891.00| 54.25000 164404.63 HMA FOR APPROACHES, TYPE C | | | 0038 611-05330 4277.000 m2 | 42.00000 179634.00| 33.90000 144990.30| 49.60000 212139.20 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0039 615-06490 107.000 EACH| 150.00000 16050.00| 118.00000 12626.00| 125.00000 13375.00 RIGHT OF WAY MARKER | | | 0040 615-06505 24.000 EACH| 550.00000 13200.00| 520.00000 12480.00| 559.80000 13435.20 MONUMENT, B | | | 0041 615-06527 1.000 EACH| 600.00000 600.00| 500.00000 500.00| 500.00000 500.00 MONUMENT, SECTION CORNER | | | 0042 621-06567 488.500 kL | 2.00000 977.00| 2.00000 977.00| 2.15000 1050.28 WATER | | | 0043 621-06575 27138.700 m2 | 3.42000 92814.35| 3.30000 89557.71| 3.70000 100413.19 SODDING, NURSERY | | | 0044 702-51015 40.000 m3 | 630.00000 25200.00| 680.00000 27200.00| 334.15000 13366.00 CONCRETE, B, FOOTINGS | | | 0045 703-06029 4358.000 kg | 2.40000 10459.20| 1.50000 6537.00| 2.70000 11766.60 REINFORCING BARS, EPOXY COATED | | | 0046 714-04802 35.800 m2 | 113.85000 4075.83| 120.00000 4296.00| 123.75000 4430.25 CONCRETE MODULAR BLOCK WALL | | | 0047 714-04854 391.500 m | 921.00000 360571.50| 930.00000 364095.00| 1001.10000 391930.65 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm X 900 mm | | | 0048 714-26722 13.000 m | 2809.00000 36517.00| 2850.00000 37050.00| 3053.25000 39692.25 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2400 mm | | | 0049 714-44240 44.200 m3 | 894.00000 39514.80| 550.00000 24310.00| 806.30000 35638.46 CONCRETE, A, STRUCTURES | | | 0050 715-04612 92.300 m | 429.00000 39596.70| 435.00000 40150.50| 466.30000 43039.49 PIPE , PVC, 1050 mm, AWWA C905, DR25 | | | 0051 715-04612 260.000 m | 292.00000 75920.00| 295.00000 76700.00| 317.40000 82524.00 PIPE , PVC, 750 mm, AWWA C905, DR25 | | | 0052 715-04612 147.400 m | 373.00000 54980.20| 390.00000 57486.00| 405.45000 59763.33 PIPE , PVC, 900 mm, AWWA C905, DR25 | | | 0053 715-05048 4868.000 m | 15.00000 73020.00| 15.20000 73993.60| 16.30000 79348.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,577,279.90 ROUTE : US 41 CALL ORDER : 240 CONTRACT ID : R -27159-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 36-2061280 |(3) 35-0918397 |WALSH & KELLY |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05053 208.500 m | 33.00000 6880.50| 35.00000 7297.50| 35.85000 7474.73 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0055 715-05149 504.500 m | 96.00000 48432.00| 98.00000 49441.00| 104.35000 52644.58 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0056 715-05151 208.900 m | 103.00000 21516.70| 103.00000 21516.70| 111.95000 23386.36 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0057 715-05152 95.300 m | 104.00000 9911.20| 105.00000 10006.50| 113.05000 10773.67 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0058 715-05154 264.500 m | 133.00000 35178.50| 135.00000 35707.50| 144.55000 38233.48 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0059 715-05156 342.000 m | 156.00000 53352.00| 160.00000 54720.00| 169.55000 57986.10 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0060 715-05159 29.800 m | 334.00000 9953.20| 340.00000 10132.00| 363.05000 10818.89 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0061 715-05361 25.800 m | 187.00000 4824.60| 195.00000 5031.00| 203.25000 5243.85 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0062 715-05914 280.900 m | 156.00000 43820.40| 160.00000 44944.00| 169.55000 47626.60 PIPE, PVC, 450 mm | | | 0063 715-06533 1053.300 m | 236.00000 248578.80| 239.00000 251738.70| 256.50000 270171.45 PIPE, PVC, 600 mm | | | 0064 715-46000 2.000 EACH| 278.00000 556.00| 300.00000 600.00| 302.20000 604.40 PIPE END SECTION, 300 mm | | | 0065 715-96960 123.200 m | 150.00000 18480.00| 155.00000 19096.00| 163.05000 20087.76 PIPE, PVC, 375 mm | | | 0066 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 2.15000 2150.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0067 718-52610 1066.900 m3 | 25.00000 26672.50| 26.00000 27739.40| 27.15000 28966.34 AGGREGATE FOR UNDERDRAINS | | | 0068 718-99153 15594.300 m2 | 0.60000 9356.58| 0.60000 9356.58| 0.65000 10136.30 GEOTEXTILES FOR UNDERDRAIN | | | 0069 720-03194 1.000 EACH| 3901.00000 3901.00| 4000.00000 4000.00| 4240.20000 4240.20 MANHOLE , D15 | | | 0070 720-44000 13.000 EACH| 250.00000 3250.00| 260.00000 3380.00| 273.90000 3560.70 CASTING, ADJUST TO GRADE | | | 0071 720-45030 4.000 EACH| 1186.00000 4744.00| 1200.00000 4800.00| 1289.15000 5156.60 INLET, E7 | | | 0072 720-45045 3.000 EACH| 1192.00000 3576.00| 1220.00000 3660.00| 1295.65000 3886.95 INLET, J10 | | | 0073 720-45055 2.000 EACH| 1192.00000 2384.00| 1220.00000 2440.00| 1295.65000 2591.30 INLET, M10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 240 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,577,279.90 ROUTE : US 41 CALL ORDER : 240 CONTRACT ID : R -27159-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 36-2061280 |(3) 35-0918397 |WALSH & KELLY |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 720-45075 2.000 EACH| 1383.00000 2766.00| 1400.00000 2800.00| 1503.25000 3006.50 INLET, R13 | | | 0075 720-45250 1.000 EACH| 1613.00000 1613.00| 1650.00000 1650.00| 1753.25000 1753.25 CATCH BASIN, K10 | | | 0076 720-45265 2.000 EACH| 869.00000 1738.00| 890.00000 1780.00| 944.55000 1889.10 PIPE CATCH BASIN, 375 mm | | | 0077 720-45270 17.000 EACH| 884.00000 15028.00| 900.00000 15300.00| 960.85000 16334.45 PIPE CATCH BASIN, 450 mm | | | 0078 720-45410 36.000 EACH| 1714.00000 61704.00| 1750.00000 63000.00| 1863.05000 67069.80 MANHOLE, C4 | | | 0079 720-45415 6.000 EACH| 3412.00000 20472.00| 3450.00000 20700.00| 3708.70000 22252.20 MANHOLE, D4 | | | 0080 720-45605 2.100 m | 446.00000 936.60| 450.00000 945.00| 484.80000 1018.08 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0081 720-90984 1.000 EACH| 1904.00000 1904.00| 1950.00000 1950.00| 2069.55000 2069.55 MANHOLE, C2 | | | 0082 720-92393 4.000 EACH| 5663.00000 22652.00| 5750.00000 23000.00| 6155.45000 24621.80 MANHOLE, 4, MODIFIED | | | 0083 720-93501 1.000 EACH| 6364.00000 6364.00| 6450.00000 6450.00| 6917.40000 6917.40 MANHOLE, L4 | | | 0084 720-95422 7.000 EACH| 2319.00000 16233.00| 2350.00000 16450.00| 2520.65000 17644.55 MANHOLE, J4 | | | 0085 720-98174 1.000 EACH| 2169.00000 2169.00| 2200.00000 2200.00| 2357.60000 2357.60 INLET, B15 | | | 0086 720-98687 5.000 EACH| 1851.00000 9255.00| 1890.00000 9450.00| 2011.95000 10059.75 CATCH BASIN, M10 | | | 0087 720-99416 65.000 EACH| 2428.00000 157820.00| 2500.00000 162500.00| 2639.15000 171544.75 CATCH BASIN, B15 | | | 0088 720-99417 3.000 EACH| 2394.00000 7182.00| 2500.00000 7500.00| 2602.15000 7806.45 CATCH BASIN, C15 | | | 0089 731-93946 35.800 m2 | 213.60000 7646.88| 230.00000 8234.00| 236.50000 8466.70 WALL ERECTION , MODULAR BLOCK WALL | | | 0090 731-93947 43.500 m | 40.00000 1740.00| 50.00000 2175.00| 34.25000 1489.88 LEVELING PAD, CONCRETE | | | 0091 801-01504 35.000 EACH| 38.00000 1330.00| 40.00000 1400.00| 41.30000 1445.50 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0092 801-01505 35.000 EACH| 38.00000 1330.00| 40.00000 1400.00| 41.30000 1445.50 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0093 801-06203 10619.700 m | 0.42000 4460.27| 0.42000 4460.27| 0.45000 4778.87 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 240 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,577,279.90 ROUTE : US 41 CALL ORDER : 240 CONTRACT ID : R -27159-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 36-2061280 |(3) 35-0918397 |WALSH & KELLY |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 801-06207 20646.100 m | 2.40000 49550.64| 1.50000 30969.15| 2.60000 53679.86 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0095 801-06211 75.000 EACH| 45.00000 3375.00| 40.00000 3000.00| 48.90000 3667.50 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0096 801-06212 64.000 EACH| 45.00000 2880.00| 40.00000 2560.00| 48.90000 3129.60 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0097 801-06640 18.000 EACH| 140.00000 2520.00| 140.00000 2520.00| 152.15000 2738.70 CONSTRUCTION SIGN, A | | | 0098 801-06645 9.000 EACH| 50.00000 450.00| 50.00000 450.00| 54.35000 489.15 CONSTRUCTION SIGN, B | | | 0099 801-06710 840.000 DAY | 12.00000 10080.00| 15.00000 12600.00| 13.05000 10962.00 FLASHING ARROW SIGN | | | 0100 801-06775 LUMP| 60000.00000 60000.00| 41000.00000 41000.00| 105500.00000 105500.00 MAINTAINING TRAFFIC | | | 0101 801-07119 72.000 m | 24.60000 1771.20| 26.00000 1872.00| 26.75000 1926.00 BARRICADE, III-B | | | 0102 801-94295 48.000 EACH| 95.00000 4560.00| 96.00000 4608.00| 103.25000 4956.00 SIGNAL HEAD, RELOCATE | | | 0103 802-05701 79.700 m | 45.92000 3659.82| 48.00000 3825.60| 49.90000 3977.03 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0104 802-07135 12.000 EACH| 1895.00000 22740.00| 1950.00000 23400.00| 2059.80000 24717.60 CABLE SPAN SIGN STRUCTURE FOUNDATION, IV| | | 0105 802-76025 8.550 m2 | 107.64000 920.32| 110.00000 940.50| 117.00000 1000.35 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0106 802-76035 44.350 m2 | 118.40000 5251.04| 120.00000 5322.00| 128.70000 5707.85 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0107 803-76125 6.000 EACH| 6400.00000 38400.00| 6500.00000 39000.00| 6956.50000 41739.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0108 805-01815 12.000 EACH| 1900.00000 22800.00| 1950.00000 23400.00| 2065.20000 24782.40 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0109 805-01842 51.000 EACH| 530.00000 27030.00| 550.00000 28050.00| 576.10000 29381.10 HANDHOLE, SIGNAL | | | 0110 805-01879 3.000 EACH| 400.00000 1200.00| 420.00000 1260.00| 434.80000 1304.40 SIGNAL SERVICE, INSTALL | | | 0111 805-02152 20.000 EACH| 445.00000 8900.00| 460.00000 9200.00| 483.70000 9674.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 240 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,577,279.90 ROUTE : US 41 CALL ORDER : 240 CONTRACT ID : R -27159-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 36-2061280 |(3) 35-0918397 |WALSH & KELLY |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 805-02328 2423.600 m | 0.49000 1187.56| 0.55000 1332.98| 0.55000 1332.98 SIGNAL CABLE, 1C 14GA. | | | 0113 805-02373 2011.600 m | 8.36000 16816.98| 8.50000 17098.60| 9.10000 18305.56 INTERCONNECT CABLE, FIBER OPTIC | | | 0114 805-06592 2766.300 m | 33.62000 93003.01| 34.00000 94054.20| 36.55000 101108.27 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0115 805-06834 3.000 EACH| 10200.00000 30600.00| 10500.00000 31500.00| 11086.95000 33260.85 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0116 805-78205 24.000 EACH| 760.00000 18240.00| 760.00000 18240.00| 826.10000 19826.40 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0117 805-78215 8.000 EACH| 770.00000 6160.00| 800.00000 6400.00| 836.95000 6695.60 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0118 805-78415 12.000 EACH| 1300.00000 15600.00| 1300.00000 15600.00| 1413.05000 16956.60 SPAN, CATENARY, AND TETHER | | | 0119 805-78420 12.000 EACH| 325.00000 3900.00| 325.00000 3900.00| 353.25000 4239.00 DISCONNECT HANGER | | | 0120 805-78467 50.000 m | 3.28000 164.00| 3.40000 170.00| 3.55000 177.50 SIGNAL CABLE, 3C 8GA. | | | 0121 805-78470 2900.000 m | 0.39000 1131.00| 0.40000 1160.00| 0.40000 1160.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0122 805-78480 1434.500 m | 1.48000 2123.06| 1.50000 2151.75| 1.60000 2295.20 SIGNAL CABLE, 3C 14GA. | | | 0123 805-78485 2269.800 m | 2.13000 4834.67| 2.15000 4880.07| 2.30000 5220.54 SIGNAL CABLE, 5C 14GA. | | | 0124 805-78490 618.200 m | 2.30000 1421.86| 2.30000 1421.86| 2.50000 1545.50 SIGNAL CABLE, 7C 14GA. | | | 0125 805-78510 3672.200 m | 2.36000 8666.39| 2.36000 8666.39| 2.55000 9364.11 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0126 805-78746 532.000 m | 44.87000 23870.84| 48.00000 25536.00| 48.75000 25935.00 PREFORMED LOOP DETECTORS | | | 0127 805-78785 15.000 EACH| 405.00000 6075.00| 420.00000 6300.00| 440.20000 6603.00 SIGNAL DETECTOR HOUSING | | | 0128 805-78795 711.000 m | 29.03000 20640.33| 29.50000 20974.50| 31.55000 22432.05 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0129 805-78925 3.000 EACH| 685.00000 2055.00| 700.00000 2100.00| 744.55000 2233.65 CONTROLLER CABINET FOUNDATION, P1 | | | 0131 805-81060 12.000 EACH| 3375.00000 40500.00| 3395.00000 40740.00| 3668.50000 44022.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 240 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,577,279.90 ROUTE : US 41 CALL ORDER : 240 CONTRACT ID : R -27159-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 36-2061280 |(3) 35-0918397 |WALSH & KELLY |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 805-92504 52.000 EACH| 270.00000 14040.00| 280.00000 14560.00| 293.50000 15262.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0133 808-06701 1059.900 m | 0.95000 1006.91| 0.95000 1006.91| 1.05000 1112.90 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0134 808-06703 1896.300 m | 0.95000 1801.49| 0.95000 1801.49| 1.05000 1991.12 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0135 808-06705 82.800 m | 3.50000 289.80| 3.50000 289.80| 3.80000 314.64 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0136 808-06716 167.000 m | 3.15000 526.05| 3.15000 526.05| 3.40000 567.80 LINE, REMOVE | | | 0137 808-75043 779.300 m | 2.60000 2026.18| 2.60000 2026.18| 2.85000 2221.01 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0138 808-75215 36.400 m | 5.00000 182.00| 5.00000 182.00| 5.45000 198.38 LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0139 808-75240 394.400 m | 0.95000 374.68| 0.95000 374.68| 1.05000 414.12 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0140 808-75245 3914.000 m | 0.95000 3718.30| 0.95000 3718.30| 1.05000 4109.70 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0141 808-75297 252.100 m | 9.65000 2432.77| 9.65000 2432.77| 10.50000 2647.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0142 808-75320 45.000 EACH| 45.00000 2025.00| 45.00000 2025.00| 48.90000 2200.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0143 808-75325 33.000 EACH| 64.50000 2128.50| 64.50000 2128.50| 70.10000 2313.30 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0144 808-75998 330.000 EACH| 25.40000 8382.00| 22.00000 7260.00| 23.90000 7887.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0145 808-95933 1424.400 m | 2.35000 3347.34| 2.35000 3347.34| 2.55000 3632.22 CURB PAINTING, YELLOW | | | 0146 808-98796 14.100 m | 14.25000 200.93| 14.25000 200.93| 15.50000 218.55 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0147 303-08210 1100.000 Mg | 21.13000 23243.00| 22.00000 24200.00| 15.00000 16500.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 240 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,577,279.90 ROUTE : US 41 CALL ORDER : 240 CONTRACT ID : R -27159-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 36-2061280 |(3) 35-0918397 |WALSH & KELLY |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 805-05582 2.000 EACH| 1350.00000 2700.00| 1450.00000 2900.00| 1467.40000 2934.80 FIBER OPTIC TERMINATION | | | 0149 805-06834 1.000 EACH| 10200.00000 10200.00| 10500.00000 10500.00| 11086.95000 11086.95 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0151 805-02328 2100.000 m | 0.49000 1029.00| 0.50000 1050.00| 0.55000 1155.00 SIGNAL CABLE, 1C 14GA. | | | SECTION TOTALS | $ 6,838,589.76| $ 7,687,850.56| $ 8,323,410.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,838,589.76| $ 7,687,850.56| $ 8,323,410.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,786,890.91 ROUTE : US 36 CALL ORDER : 250 CONTRACT ID : R -27202-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/28/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0437006 0437006 0437006 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,978,209.96 100.0000% 2 99-9996015 E & B PAVING/GRADEX J/V $ 8,008,732.93 100.3825% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 8,657,146.00 108.5098% ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996015 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-06845 LUMP| 165783.05000 165783.05| 185000.00000 185000.00| 140000.00000 140000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 3742.83000 67370.94| 2000.00000 36000.00| 2600.00000 46800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 398152.00000 398152.00| 375600.00000 375600.00| 190000.00000 190000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 120390.48000 120390.48| 175000.00000 175000.00| 111510.49000 111510.49 CLEARING RIGHT OF WAY | | | 0005 202-01845 50.000 m | 7.98000 399.00| 7.80000 390.00| 8.40000 420.00 CONDUIT, REMOVE | | | 0006 202-02240 24840.000 m2 | 10.12000 251380.80| 7.00000 173880.00| 7.70000 191268.00 PAVEMENT REMOVAL | | | 0007 202-02241 116.000 m | 14.22000 1649.52| 59.00000 6844.00| 15.00000 1740.00 GUARDRAIL, REMOVE | | | 0008 202-02271 6.000 EACH| 549.49000 3296.94| 720.00000 4320.00| 270.00000 1620.00 HEADWALL, REMOVE | | | 0009 202-52710 1703.000 m2 | 6.72000 11444.16| 5.75000 9792.25| 8.30000 14134.90 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-74035 93.000 EACH| 46.05000 4282.65| 45.00000 4185.00| 48.00000 4464.00 SIGN, REMOVE | | | 0011 202-78515 LUMP| 910.64000 910.64| 890.00000 890.00| 960.00000 960.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-86946 8.000 EACH| 187.25000 1498.00| 183.00000 1464.00| 200.00000 1600.00 HANDHOLE, REMOVE | | | 0013 202-90277 6.000 EACH| 172.92000 1037.52| 169.00000 1014.00| 180.00000 1080.00 DETECTOR HOUSING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,786,890.91 ROUTE : US 36 CALL ORDER : 250 CONTRACT ID : R -27202-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996015 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-91385 6.000 EACH| 380.61000 2283.66| 530.00000 3180.00| 730.00000 4380.00 INLET, REMOVE | | | 0015 202-93047 4.000 EACH| 575.72000 2302.88| 650.00000 2600.00| 700.00000 2800.00 MANHOLE, REMOVE | | | 0016 202-93995 4.000 EACH| 451.23000 1804.92| 441.00000 1764.00| 470.00000 1880.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0017 202-93999 4.000 EACH| 240.45000 961.80| 235.00000 940.00| 250.00000 1000.00 SIGNAL POLE, REMOVE | | | 0018 202-96133 1333.000 m | 38.25000 50987.25| 53.00000 70649.00| 25.00000 33325.00 PIPE, REMOVE | | | 0019 202-96151 LUMP| 1012.46000 1012.46| 271.00000 271.00| 290.00000 290.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0020 202-98488 25.000 EACH| 144.33000 3608.25| 150.00000 3750.00| 140.00000 3500.00 PIPE END SECTION, REMOVE | | | 0021 203-02000 50742.000 m3 | 1.00000 50742.00| 11.27000 571862.34| 19.00000 964098.00 EXCAVATION, COMMON | | | 0022 205-06931 27.000 Mg | 48.60000 1312.20| 30.00000 810.00| 44.00000 1188.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 372.000 m | 26.91000 10010.52| 19.00000 7068.00| 28.00000 10416.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06933 31.000 EACH| 71.62000 2220.22| 52.00000 1612.00| 75.00000 2325.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06937 3329.000 m | 4.35000 14481.15| 4.30000 14314.70| 4.60000 15313.40 TEMPORARY SILT FENCE | | | 0026 207-07498 81055.000 m2 | 4.40000 356642.00| 3.99000 323409.45| 4.50000 364747.50 SUBGRADE TREATMENT, TYPE A | | | 0027 211-07454 28443.000 m3 | 17.38000 494339.34| 20.50000 583081.50| 20.00000 568860.00 STRUCTURE BACKFILL | | | 0028 301-07448 2652.000 Mg | 20.56000 54525.12| 16.00000 42432.00| 18.00000 47736.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 303-07449 74.000 Mg | 29.50000 2183.00| 25.00000 1850.00| 40.00000 2960.00 COMPACTED AGGREGATE, NO. 73 | | | 0030 304-07493 2600.000 Mg | 43.88000 114088.00| 44.00000 114400.00| 49.00000 127400.00 WIDENING WITH HMA, TYPE B | | | 0031 401-06264 LUMP| 4477.35000 4477.35| 5200.00000 5200.00| 7100.00000 7100.00 PROFILOGRAPH, HMA | | | 0032 401-07335 5965.000 Mg | 51.39000 306541.35| 52.00000 310180.00| 53.00000 316145.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0033 401-07404 9941.000 Mg | 34.11000 339087.51| 32.00000 318112.00| 39.00000 387699.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0034 401-07409 32466.000 Mg | 31.42000 1020081.72| 29.00000 941514.00| 34.00000 1103844.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 250 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,786,890.91 ROUTE : US 36 CALL ORDER : 250 CONTRACT ID : R -27202-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996015 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 401-07429 12906.000 Mg | 34.63000 446934.78| 34.00000 438804.00| 40.00000 516240.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0036 402-07433 720.000 Mg | 50.15000 36108.00| 65.00000 46800.00| 50.00000 36000.00 HMA SURFACE, TYPE B | | | 0037 402-07438 1199.000 Mg | 39.48000 47336.52| 42.00000 50358.00| 45.00000 53955.00 HMA INTERMEDIATE, TYPE B | | | 0038 402-07441 4928.000 Mg | 27.28000 134435.84| 35.00000 172480.00| 37.00000 182336.00 HMA BASE, TYPE B | | | 0039 405-05517 1.000 Mg | 284.46000 284.46| 750.00000 750.00| 590.00000 590.00 ASPHALT FOR PRIME COAT | | | 0040 406-05520 79.000 Mg | 204.80000 16179.20| 250.00000 19750.00| 190.00000 15010.00 ASPHALT FOR TACK COAT | | | 0041 601-05999 2.000 EACH| 42.97000 85.94| 42.00000 84.00| 45.00000 90.00 CURVED TERMINAL END | | | 0042 601-06854 1.000 EACH| 1892.91000 1892.91| 2120.00000 2120.00| 2000.00000 2000.00 GUARDRAIL, W-BEAM, NESTED | | | 0043 601-94689 2.000 EACH| 2071.97000 4143.94| 2544.00000 5088.00| 2200.00000 4400.00 GUARDRAIL END TREATMENT, OS | | | 0044 601-99105 302.895 m | 40.92000 12394.46| 48.75000 14766.13| 43.00000 13024.49 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0045 604-06069 250.000 m2 | 96.75000 24187.50| 120.00000 30000.00| 65.00000 16250.00 CURB RAMP, CONCRETE | | | 0046 604-07483 344.000 Mg | 41.36000 14227.84| 85.00000 29240.00| 47.00000 16168.00 HMA FOR SIDEWALK | | | 0047 604-44251 3.600 m3 | 1266.18000 4558.25| 675.00000 2430.00| 1600.00000 5760.00 STEPS, CONCRETE | | | 0048 604-91531 5851.000 m2 | 31.76000 185827.76| 24.00000 140424.00| 33.00000 193083.00 SIDEWALK, CONCRETE, 100 mm | | | 0049 605-06120 370.000 m | 55.25000 20442.50| 54.00000 19980.00| 46.00000 17020.00 CURB, CONCRETE | | | 0050 605-06145 7885.000 m | 43.36000 341893.60| 39.00000 307515.00| 39.00000 307515.00 CURB AND GUTTER, B, CONCRETE | | | 0051 605-06215 162.000 m | 157.95000 25587.90| 113.25000 18346.50| 120.00000 19440.00 CENTER CURB, D, CONCRETE | | | 0052 605-94811 12.000 EACH| 538.87000 6466.44| 153.75000 1845.00| 1200.00000 14400.00 CURB TURNOUT | | | 0053 610-07486 841.000 Mg | 68.45000 57566.45| 75.00000 63075.00| 68.00000 57188.00 HMA FOR APPROACHES, TYPE A | | | 0054 611-06497 16.000 EACH| 168.83000 2701.28| 138.00000 2208.00| 180.00000 2880.00 MAILBOX ASSEMBLY, SINGLE | | | 0055 611-06498 2.000 EACH| 209.76000 419.52| 180.00000 360.00| 220.00000 440.00 MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 250 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,786,890.91 ROUTE : US 36 CALL ORDER : 250 CONTRACT ID : R -27202-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996015 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 615-06490 87.000 EACH| 109.48000 9524.76| 117.00000 10179.00| 120.00000 10440.00 RIGHT OF WAY MARKER | | | 0057 615-06505 22.000 EACH| 429.74000 9454.28| 371.00000 8162.00| 450.00000 9900.00 MONUMENT, B | | | 0058 615-06510 4.000 EACH| 363.23000 1452.92| 292.00000 1168.00| 380.00000 1520.00 MONUMENT, C | | | 0059 615-06527 1.000 EACH| 368.35000 368.35| 292.00000 292.00| 390.00000 390.00 MONUMENT, SECTION CORNER | | | 0060 615-06530 1.000 EACH| 511.60000 511.60| 583.00000 583.00| 540.00000 540.00 POST, BENCHMARK | | | 0061 616-02320 175.000 m2 | 2.95000 516.25| 2.70000 472.50| 3.70000 647.50 GEOTEXTILES | | | 0062 616-03472 103.000 Mg | 27.72000 2855.16| 27.00000 2781.00| 39.00000 4017.00 RIPRAP, REVETMENT 450 mm | | | 0063 621-01004 6.000 EACH| 306.96000 1841.76| 635.00000 3810.00| 320.00000 1920.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-06545 6.900 Mg | 378.58000 2612.20| 678.00000 4678.20| 400.00000 2760.00 FERTILIZER | | | 0065 621-06548 42.000 kg | 70.60000 2965.20| 58.00000 2436.00| 74.00000 3108.00 SEED MIXTURE, CV | | | 0066 621-06554 1447.000 kg | 5.60000 8103.20| 8.22000 11894.34| 5.90000 8537.30 SEED MIXTURE, U | | | 0067 621-06565 34.000 Mg | 516.71000 17568.14| 517.00000 17578.00| 540.00000 18360.00 MULCHING MATERIAL | | | 0068 621-06567 178.000 kL | 0.56000 99.68| 2.65000 471.70| 0.59000 105.02 WATER | | | 0069 621-06574 241.000 m2 | 2.99000 720.59| 3.90000 939.90| 3.20000 771.20 SODDING | | | 0070 621-06575 9625.000 m2 | 2.99000 28778.75| 3.90000 37537.50| 3.20000 30800.00 SODDING, NURSERY | | | 0071 622-52436 3.000 EACH| 28.65000 85.95| 26.50000 79.50| 30.00000 90.00 SIGN, DO NOT MOW OR SPRAY | | | 0072 622-91786 37.000 EACH| 10.24000 378.88| 12.88000 476.56| 11.00000 407.00 SEEDLING | | | 0073 714-26722 16.500 m | 4278.49000 70595.09| 1950.00000 32175.00| 3500.00000 57750.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2400 mm EXTENSION | | | 0074 714-44240 2.000 m3 | 1282.04000 2564.08| 1175.00000 2350.00| 4100.00000 8200.00 CONCRETE, A, STRUCTURES | | | 0075 715-05024 921.000 m | 230.41000 212207.61| 195.00000 179595.00| 190.00000 174990.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 250 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,786,890.91 ROUTE : US 36 CALL ORDER : 250 CONTRACT ID : R -27202-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996015 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-05048 5701.000 m | 8.05000 45893.05| 9.90000 56439.90| 8.50000 48458.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0077 715-05123 14.000 m | 201.14000 2815.96| 154.00000 2156.00| 110.00000 1540.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0078 715-05149 492.000 m | 93.55000 46026.60| 92.00000 45264.00| 110.00000 54120.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0079 715-05151 1915.000 m | 119.82000 229455.30| 100.00000 191500.00| 100.00000 191500.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0080 715-05152 236.000 m | 143.92000 33965.12| 103.00000 24308.00| 99.00000 23364.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0081 715-05154 406.000 m | 176.70000 71740.20| 134.00000 54404.00| 160.00000 64960.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0082 715-05156 453.000 m | 247.59000 112158.27| 165.00000 74745.00| 180.00000 81540.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0083 715-05159 421.000 m | 313.97000 132181.37| 244.00000 102724.00| 390.00000 164190.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0084 715-05161 735.000 m | 341.53000 251024.55| 289.00000 212415.00| 360.00000 264600.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0085 715-05169 54.000 m | 102.48000 5533.92| 100.00000 5400.00| 86.00000 4644.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0086 715-05171 11.000 m | 94.23000 1036.53| 103.00000 1133.00| 110.00000 1210.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0087 715-46005 8.000 EACH| 562.34000 4498.72| 315.00000 2520.00| 270.00000 2160.00 PIPE END SECTION, 375 mm | | | 0088 715-46010 2.000 EACH| 594.27000 1188.54| 330.00000 660.00| 290.00000 580.00 PIPE END SECTION, 450 mm | | | 0089 715-46020 3.000 EACH| 669.32000 2007.96| 715.00000 2145.00| 330.00000 990.00 PIPE END SECTION, 600 mm | | | 0090 718-52610 1584.000 m3 | 30.09000 47662.56| 35.00000 55440.00| 32.00000 50688.00 AGGREGATE FOR UNDERDRAINS | | | 0091 718-99153 11158.000 m2 | 1.76000 19638.08| 1.00000 11158.00| 1.90000 21200.20 GEOTEXTILES FOR UNDERDRAIN | | | 0092 720-44000 11.000 EACH| 708.37000 7792.07| 575.00000 6325.00| 390.00000 4290.00 CASTING, ADJUST TO GRADE | | | 0093 720-44296 1.000 EACH| 1061.10000 1061.10| 450.00000 450.00| 480.00000 480.00 CAP INLET | | | 0094 720-45030 34.000 EACH| 1395.43000 47444.62| 1200.00000 40800.00| 1300.00000 44200.00 INLET, E7 | | | 0095 720-45080 1.000 EACH| 1755.78000 1755.78| 1800.00000 1800.00| 1700.00000 1700.00 INLET, S14 | | | 0096 720-45085 65.000 EACH| 1779.62000 115675.30| 2000.00000 130000.00| 1800.00000 117000.00 INLET, T14 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 250 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,786,890.91 ROUTE : US 36 CALL ORDER : 250 CONTRACT ID : R -27202-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996015 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 720-45180 69.000 EACH| 1682.42000 116086.98| 2100.00000 144900.00| 1800.00000 124200.00 INLET, S14, MODIFIED | | | 0098 720-45410 19.000 EACH| 2310.58000 43901.02| 1600.00000 30400.00| 2600.00000 49400.00 MANHOLE, C4 | | | 0099 720-45415 46.000 EACH| 6978.84000 321026.64| 3000.00000 138000.00| 4600.00000 211600.00 MANHOLE, D4 | | | 0100 720-45416 19.000 EACH| 12255.34000 232851.46| 3800.00000 72200.00| 5400.00000 102600.00 MANHOLE, E4 | | | 0101 720-99073 46.000 EACH| 1693.98000 77923.08| 2100.00000 96600.00| 1800.00000 82800.00 INLET, T14, MODIFIED | | | 0102 721-43035 1.000 EACH| 2046.63000 2046.63| 5700.00000 5700.00| 3800.00000 3800.00 AUTOMATIC DRAINAGE GATE, 900 mm | | | 0103 721-43045 1.000 EACH| 4734.95000 4734.95| 7300.00000 7300.00| 4800.00000 4800.00 AUTOMATIC DRAINAGE GATE, 1200 mm | | | 0104 801-04308 4.000 EACH| 608.80000 2435.20| 1000.00000 4000.00| 1100.00000 4400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0105 801-06207 16106.000 m | 3.12000 50250.72| 3.00000 48318.00| 3.20000 51539.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0106 801-06218 24.000 m | 24.55000 589.20| 30.00000 720.00| 32.00000 768.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0107 801-06640 26.000 EACH| 258.87000 6730.62| 300.00000 7800.00| 320.00000 8320.00 CONSTRUCTION SIGN, A | | | 0108 801-06645 5.000 EACH| 60.37000 301.85| 200.00000 1000.00| 220.00000 1100.00 CONSTRUCTION SIGN, B | | | 0109 801-06775 LUMP| 51719.80000 51719.80| 189158.77000 189158.77| 86000.00000 86000.00 MAINTAINING TRAFFIC | | | 0110 801-07119 195.000 m | 8.70000 1696.50| 10.00000 1950.00| 11.00000 2145.00 BARRICADE, III-B | | | 0111 801-92448 1200.000 DAY | 3.84000 4608.00| 3.75000 4500.00| 16.00000 19200.00 CONSTRUCTION SIGNS, MOBILE | | | 0112 802-01946 21.600 m | 81.86000 1768.18| 80.00000 1728.00| 86.00000 1857.60 SIGN POST, WOOD, 150 mm X 200 mm | | | 0113 802-03776 20.400 m | 90.04000 1836.82| 88.00000 1795.20| 86.00000 1754.40 SIGN POST, WOOD, 150 mm X 150 mm | | | 0114 802-05701 196.600 m | 44.00000 8650.40| 43.00000 8453.80| 46.00000 9043.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0115 802-05702 8.400 m | 38.88000 326.59| 38.00000 319.20| 41.00000 344.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 250 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,786,890.91 ROUTE : US 36 CALL ORDER : 250 CONTRACT ID : R -27202-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996015 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 802-76025 19.027 m2 | 144.29000 2745.41| 141.00000 2682.81| 150.00000 2854.05 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0117 802-76035 35.690 m2 | 145.29000 5185.40| 142.00000 5067.98| 150.00000 5353.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0118 802-76045 6.030 m2 | 190.31000 1147.57| 186.00000 1121.58| 200.00000 1206.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0119 804-06771 38.000 EACH| 22.77000 865.26| 75.00000 2850.00| 24.00000 912.00 DELINEATOR POST, FLEXIBLE | | | 0121 805-01815 8.000 EACH| 1770.13000 14161.04| 1730.00000 13840.00| 1900.00000 15200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0122 805-01842 29.000 EACH| 839.02000 24331.58| 820.00000 23780.00| 880.00000 25520.00 HANDHOLE, SIGNAL | | | 0123 805-01879 2.000 EACH| 340.73000 681.46| 333.00000 666.00| 360.00000 720.00 SIGNAL SERVICE, INSTALL | | | 0124 805-06592 1243.000 m | 44.00000 54692.00| 43.00000 53449.00| 46.00000 57178.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0125 805-78100 2.000 EACH| 9924.98000 19849.96| 9700.00000 19400.00| 10000.00000 20000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0126 805-78205 17.000 EACH| 654.84000 11132.28| 640.00000 10880.00| 690.00000 11730.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0127 805-78215 7.000 EACH| 665.08000 4655.56| 650.00000 4550.00| 700.00000 4900.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0128 805-78230 1.000 EACH| 1064.12000 1064.12| 1040.00000 1040.00| 1100.00000 1100.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0129 805-78415 7.000 EACH| 1452.93000 10170.51| 1420.00000 9940.00| 1500.00000 10500.00 SPAN, CATENARY, AND TETHER | | | 0130 805-78420 9.000 EACH| 248.63000 2237.67| 243.00000 2187.00| 260.00000 2340.00 DISCONNECT HANGER | | | 0131 805-78467 29.000 m | 6.55000 189.95| 6.40000 185.60| 7.00000 203.00 SIGNAL CABLE, 3C 8GA. | | | 0132 805-78485 375.000 m | 6.14000 2302.50| 6.00000 2250.00| 6.50000 2437.50 SIGNAL CABLE, 5C 14GA. | | | 0133 805-78490 493.000 m | 6.04000 2977.72| 5.90000 2908.70| 6.30000 3105.90 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 250 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,786,890.91 ROUTE : US 36 CALL ORDER : 250 CONTRACT ID : R -27202-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996015 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 805-78510 1968.000 m | 3.63000 7143.84| 3.54000 6966.72| 3.80000 7478.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0135 805-78746 420.000 m | 29.68000 12465.60| 29.00000 12180.00| 31.00000 13020.00 PREFORMED LOOP DETECTORS | | | 0136 805-78790 6.000 EACH| 378.58000 2271.48| 370.00000 2220.00| 400.00000 2400.00 LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNEL| | | 0137 805-78925 2.000 EACH| 1053.89000 2107.78| 1030.00000 2060.00| 1100.00000 2200.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0138 805-81032 4.000 EACH| 2343.12000 9372.48| 2290.00000 9160.00| 2500.00000 10000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0139 805-81060 4.000 EACH| 2762.62000 11050.48| 2700.00000 10800.00| 2900.00000 11600.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0140 808-04298 2.000 EACH| 247.61000 495.22| 400.00000 800.00| 430.00000 860.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0141 808-06701 2182.000 m | 1.32000 2880.24| 0.79000 1723.78| 0.85000 1854.70 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0142 808-06703 627.000 m | 1.03000 645.81| 0.79000 495.33| 0.85000 532.95 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0143 808-06705 117.000 m | 2.02000 236.34| 3.30000 386.10| 3.60000 421.20 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0144 808-06713 932.000 m | 0.50000 466.00| 1.00000 932.00| 1.10000 1025.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0145 808-06716 2000.000 m | 1.06000 2120.00| 1.30000 2600.00| 1.40000 2800.00 LINE, REMOVE | | | 0146 808-75240 1277.000 m | 1.28000 1634.56| 0.79000 1008.83| 0.85000 1085.45 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0147 808-75245 9284.000 m | 0.90000 8355.60| 0.79000 7334.36| 0.85000 7891.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0148 808-75260 181.000 m | 4.63000 838.03| 5.00000 905.00| 5.40000 977.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0149 808-75297 70.200 m | 10.08000 707.62| 10.00000 702.00| 11.00000 772.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0150 808-75300 230.500 m | 2.87000 661.54| 2.70000 622.35| 2.90000 668.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 250 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,786,890.91 ROUTE : US 36 CALL ORDER : 250 CONTRACT ID : R -27202-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996015 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 808-75320 58.000 EACH| 55.77000 3234.66| 40.00000 2320.00| 43.00000 2494.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0152 808-75325 38.000 EACH| 29.16000 1108.08| 45.00000 1710.00| 48.00000 1824.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0153 808-75998 863.000 EACH| 18.36000 15844.68| 17.95000 15490.85| 19.00000 16397.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0154 203-02020 675.000 m3 | 11.81000 7971.75| 11.00000 7425.00| 22.00000 14850.00 EXCAVATION, UNCLASSIFIED | | | SECTION TOTALS | $ 7,978,209.96| $ 8,008,732.93| $ 8,657,146.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,978,209.96| $ 8,008,732.93| $ 8,657,146.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/03/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949040 9949094 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0175870 BERNS CONSTRUCTION COMPANY INC. $ 3,279,833.70 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,529,417.07 107.6096% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 3,546,131.60 108.1192% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 3,595,154.98 109.6139% ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0999231 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 60000.00000 60000.00| 50769.12000 50769.12| 47500.00000 47500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2000.00000 18000.00| 1749.60000 15746.40| 1440.00000 12960.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 163975.00000 163975.00| 151946.66000 151946.66| 177000.00000 177000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 77500.00000 77500.00| 33000.00000 33000.00| 70000.00000 70000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 22.800 SYS | 7.00000 159.60| 7.00000 159.60| 100.00000 2280.00 PAVEMENT REMOVAL | | | 0006 203-02000 41395.000 CYS | 7.70000 318741.50| 5.70000 235951.50| 6.00000 248370.00 EXCAVATION, COMMON | | | 0007 205-06931 327.300 TON | 25.00000 8182.50| 25.00000 8182.50| 24.00000 7855.20 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06937 1284.000 LFT | 1.35000 1733.40| 1.38000 1771.92| 1.50000 1926.00 TEMPORARY SILT FENCE | | | 0009 207-07498 53214.000 SYS | 3.30000 175606.20| 3.61000 192102.54| 2.75000 146338.50 SUBGRADE TREATMENT, TYPE A | | | 0010 210-08031 2.000 EACH| 350.00000 700.00| 348.00000 696.00| 700.00000 1400.00 SEDIMENT MARKER | | | 0011 211-07454 1076.000 CYS | 12.30000 13234.80| 18.00000 19368.00| 18.00000 19368.00 STRUCTURE BACKFILL | | | 0012 214-05861 1873.000 CYS | 3.80000 7117.40| 3.80000 7117.40| 4.00000 7492.00 EXCAVATION FOR DETENTION POND | | | 0013 301-07448 6465.000 TON | 14.95000 96651.75| 13.78000 89087.70| 14.00000 90510.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0999231 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 302-06464 10707.400 CYS | 25.35000 271432.59| 24.23000 259440.30| 25.00000 267685.00 SUBBASE FOR PCCP | | | 0015 401-07320 928.000 TON | 40.00000 37120.00| 38.50000 35728.00| 43.00000 39904.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0016 401-07389 1690.400 TON | 34.00000 57473.60| 37.60000 63559.04| 37.00000 62544.80 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0017 401-07406 1144.500 TON | 34.00000 38913.00| 37.80000 43262.10| 37.00000 42346.50 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0018 402-07434 75.000 TON | 50.00000 3750.00| 65.00000 4875.00| 54.00000 4050.00 HMA SURFACE, TYPE C | | | 0019 402-07439 122.000 TON | 40.00000 4880.00| 55.00000 6710.00| 43.00000 5246.00 HMA INTERMEDIATE, TYPE C | | | 0020 405-05517 17.200 TON | 438.00000 7533.60| 375.00000 6450.00| 95.00000 1634.00 ASPHALT FOR PRIME COAT | | | 0021 406-05520 5.000 TON | 175.00000 875.00| 200.00000 1000.00| 190.00000 950.00 ASPHALT FOR TACK COAT | | | 0023 501-06266 LUMP| 0.01000 0.01| 5415.55000 5415.55| 4980.00000 4980.00 PROFILOGRAPH, PCCP | | | 0024 501-06323 33645.000 SYS | 25.85000 869723.25| 33.34000 1121724.30| 29.50000 992527.50 QC/QA-PCCP, 12 IN. | | | 0025 501-06326 2491.000 SYS | 27.60000 68751.60| 41.50000 103376.50| 42.50000 105867.50 QC/QA-PCCP, 15 IN. | | | 0026 503-05240 19249.000 LFT | 5.25000 101057.25| 7.22000 138977.78| 7.40000 142442.60 D-1 CONTRACTION JOINT | | | 0027 601-02103 200.000 LFT | 16.50000 3300.00| 17.34000 3468.00| 18.00000 3600.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0028 601-05586 1.000 EACH| 1825.00000 1825.00| 1632.00000 1632.00| 1960.00000 1960.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0029 601-94689 3.000 EACH| 1950.00000 5850.00| 2244.00000 6732.00| 2100.00000 6300.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 718.750 LFT | 12.35000 8876.56| 14.28000 10263.75| 13.00000 9343.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 603-06040 8139.000 LFT | 3.85000 31335.15| 4.08000 33207.12| 3.85000 31335.15 FENCE, FARM FIELD, 47 IN. | | | 0032 605-06090 4568.000 LFT | 5.75000 26266.00| 9.18000 41934.24| 8.00000 36544.00 CURB, INTEGRAL, CONCRETE | | | 0033 605-06120 970.000 LFT | 12.25000 11882.50| 19.44000 18856.80| 9.50000 9215.00 CURB, CONCRETE | | | 0034 605-06255 347.000 SYS | 55.20000 19154.40| 53.94000 18717.18| 86.00000 29842.00 CENTER CURB, D, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0999231 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 610-07486 16.900 TON | 50.00000 845.00| 100.00000 1690.00| 50.00000 845.00 HMA FOR APPROACHES, TYPE A | | | 0036 615-06505 4.000 EACH| 470.00000 1880.00| 357.00000 1428.00| 470.00000 1880.00 MONUMENT, B | | | 0037 615-06510 4.000 EACH| 415.00000 1660.00| 255.00000 1020.00| 415.00000 1660.00 MONUMENT, C | | | 0038 615-06515 5.000 EACH| 75.00000 375.00| 127.50000 637.50| 105.00000 525.00 MONUMENT, D | | | 0039 616-02320 2645.000 SYS | 2.00000 5290.00| 2.00000 5290.00| 3.00000 7935.00 GEOTEXTILES | | | 0040 616-05688 489.200 TON | 37.00000 18100.40| 37.00000 18100.40| 29.00000 14186.80 RIPRAP, CLASS 1 | | | 0041 616-06405 1654.000 TON | 25.00000 41350.00| 25.00000 41350.00| 26.00000 43004.00 RIPRAP, REVETMENT | | | 0042 616-06451 10.900 TON | 42.00000 457.80| 42.00000 457.80| 29.00000 316.10 RIPRAP, UNIFORM | | | 0043 621-01004 4.000 EACH| 220.00000 880.00| 224.40000 897.60| 240.00000 960.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 6.700 TON | 315.00000 2110.50| 321.30000 2152.71| 340.00000 2278.00 FERTILIZER | | | 0045 621-06553 2640.000 LBS | 2.14000 5649.60| 2.18000 5755.20| 2.30000 6072.00 SEED MIXTURE, R | | | 0046 621-06557 388.000 LBS | 0.78000 302.64| 0.80000 310.40| 0.80000 310.40 SEED MIXTURE, T | | | 0047 621-06560 3054.000 SYS | 0.50000 1527.00| 0.51000 1557.54| 0.50000 1527.00 MULCHED SEEDING, U | | | 0048 621-06565 41.000 TON | 350.00000 14350.00| 357.00000 14637.00| 380.00000 15580.00 MULCHING MATERIAL | | | 0049 621-06574 7966.000 SYS | 3.45000 27482.70| 2.50000 19915.00| 2.85000 22703.10 SODDING | | | 0050 702-90915 7.800 CYS | 300.00000 2340.00| 300.00000 2340.00| 410.00000 3198.00 CONCRETE, A | | | 0051 702-94656 0.600 CYS | 1500.00000 900.00| 400.00000 240.00| 1550.00000 930.00 CONCRETE, B | | | 0052 714-26702 311.000 LFT | 275.00000 85525.00| 362.00000 112582.00| 340.00000 105740.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0053 715-05019 645.000 LFT | 50.20000 32379.00| 73.00000 47085.00| 71.00000 45795.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0054 715-05048 15265.000 LFT | 2.50000 38162.50| 1.50000 22897.50| 3.20000 48848.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0999231 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05053 2402.000 LFT | 10.00000 24020.00| 8.00000 19216.00| 17.00000 40834.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0056 715-05125 96.000 LFT | 63.00000 6048.00| 63.00000 6048.00| 62.00000 5952.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0057 715-05149 438.000 LFT | 18.00000 7884.00| 31.00000 13578.00| 30.00000 13140.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0058 715-05152 70.000 LFT | 23.15000 1620.50| 37.00000 2590.00| 38.00000 2660.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0059 715-46000 1.000 EACH| 250.00000 250.00| 200.00000 200.00| 370.00000 370.00 PIPE END SECTION, 12 IN. | | | 0060 715-46005 1.000 EACH| 300.00000 300.00| 230.00000 230.00| 400.00000 400.00 PIPE END SECTION, 15 IN. | | | 0061 715-46010 1.000 EACH| 375.00000 375.00| 250.00000 250.00| 480.00000 480.00 PIPE END SECTION, 18 IN. | | | 0062 715-46030 2.000 EACH| 570.00000 1140.00| 569.00000 1138.00| 660.00000 1320.00 PIPE END SECTION, 30 IN. | | | 0063 715-46040 8.000 EACH| 1200.00000 9600.00| 630.00000 5040.00| 770.00000 6160.00 PIPE END SECTION, 36 IN. | | | 0064 718-06528 30.000 EACH| 550.00000 16500.00| 550.00000 16500.00| 540.00000 16200.00 OUTLET PROTECTOR, 1 | | | 0065 718-06529 2.000 EACH| 750.00000 1500.00| 425.00000 850.00| 480.00000 960.00 OUTLET PROTECTOR, 2 | | | 0066 718-52610 1250.600 CYS | 21.45000 26825.37| 29.00000 36267.40| 28.00000 35016.80 AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 14436.500 SYS | 0.50000 7218.25| 0.80000 11549.20| 2.00000 28873.00 GEOTEXTILES FOR UNDERDRAIN | | | 0068 720-45335 1.000 EACH| 1900.00000 1900.00| 1900.00000 1900.00| 4840.00000 4840.00 CATCH BASIN, E7, MODIFIED | | | 0069 720-98174 4.000 EACH| 1890.00000 7560.00| 1800.00000 7200.00| 2480.00000 9920.00 INLET, B15 | | | 0070 720-98555 3.000 EACH| 1950.00000 5850.00| 1800.00000 5400.00| 2580.00000 7740.00 INLET, C15 | | | 0071 801-04308 9.000 EACH| 322.00000 2898.00| 198.90000 1790.10| 355.00000 3195.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06207 9126.000 LFT | 0.88000 8030.88| 1.09000 9947.34| 0.95000 8669.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0073 801-06218 91.000 LFT | 5.25000 477.75| 10.20000 928.20| 6.55000 596.05 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0074 801-06640 17.000 EACH| 112.00000 1904.00| 193.80000 3294.60| 190.00000 3230.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0999231 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-06645 20.000 EACH| 64.00000 1280.00| 137.70000 2754.00| 44.00000 880.00 CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP| 22700.00000 22700.00| 3780.00000 3780.00| 26650.00000 26650.00 MAINTAINING TRAFFIC | | | 0077 801-07118 204.000 LFT | 9.00000 1836.00| 11.48000 2341.92| 16.00000 3264.00 BARRICADE, III-A | | | 0078 802-05701 87.400 LFT | 12.00000 1048.80| 12.85000 1123.09| 12.00000 1048.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0079 802-05702 48.600 LFT | 10.00000 486.00| 10.81000 525.37| 10.00000 486.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0080 802-76025 52.500 SFT | 16.00000 840.00| 16.52000 867.30| 16.00000 840.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0081 802-76035 233.500 SFT | 17.00000 3969.50| 17.14000 4002.19| 17.00000 3969.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0082 802-76045 115.500 SFT | 19.00000 2194.50| 18.16000 2097.48| 19.00000 2194.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0083 805-01815 12.000 EACH| 2300.00000 27600.00| 1672.80000 20073.60| 2480.00000 29760.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0084 805-01836 10086.000 LFT | 0.65000 6555.90| 1.07000 10792.02| 0.70000 7060.20 SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0085 805-01842 31.000 EACH| 750.00000 23250.00| 816.00000 25296.00| 810.00000 25110.00 HANDHOLE, SIGNAL | | | 0086 805-02373 3611.000 LFT | 2.30000 8305.30| 1.88000 6788.68| 2.50000 9027.50 INTERCONNECT CABLE, FIBER OPTIC | | | 0087 805-06592 5074.000 LFT | 9.40000 47695.60| 11.53000 58503.22| 10.00000 50740.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0088 805-78106 1.000 EACH| 15190.00000 15190.00| 14484.00000 14484.00| 16400.00000 16400.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0089 805-78109 2.000 EACH| 10800.00000 21600.00| 10302.00000 20604.00| 11600.00000 23200.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0090 805-78205 20.000 EACH| 668.00000 13360.00| 622.20000 12444.00| 720.00000 14400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0999231 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 805-78215 14.000 EACH| 680.00000 9520.00| 622.20000 8710.80| 730.00000 10220.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0092 805-78230 6.000 EACH| 1100.00000 6600.00| 1050.60000 6303.60| 1180.00000 7080.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0093 805-78415 12.000 EACH| 1180.00000 14160.00| 1234.20000 14810.40| 1270.00000 15240.00 SPAN, CATENARY, AND TETHER | | | 0094 805-78420 13.000 EACH| 180.00000 2340.00| 181.56000 2360.28| 190.00000 2470.00 DISCONNECT HANGER | | | 0095 805-78445 3.000 EACH| 565.00000 1695.00| 371.28000 1113.84| 610.00000 1830.00 SIGNAL SERVICE | | | 0096 805-78465 218.000 LFT | 1.25000 272.50| 1.98000 431.64| 1.40000 305.20 SIGNAL CABLE, 2C 8GA. | | | 0097 805-78470 960.000 LFT | 0.30000 288.00| 0.09000 86.40| 0.30000 288.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0098 805-78485 1919.000 LFT | 1.00000 1919.00| 1.88000 3607.72| 1.10000 2110.90 SIGNAL CABLE, 5C 14GA. | | | 0099 805-78490 317.000 LFT | 1.05000 332.85| 1.84000 583.28| 1.10000 348.70 SIGNAL CABLE, 7C 14GA. | | | 0100 805-78500 3199.000 LFT | 1.25000 3998.75| 2.37000 7581.63| 1.40000 4478.60 SIGNAL CABLE, 11C 14GA. | | | 0101 805-78746 4074.000 LFT | 10.00000 40740.00| 8.87000 36136.38| 11.00000 44814.00 PREFORMED LOOP DETECTORS | | | 0102 805-78785 4.000 EACH| 736.00000 2944.00| 795.60000 3182.40| 790.00000 3160.00 SIGNAL DETECTOR HOUSING | | | 0103 805-78795 415.000 LFT | 6.50000 2697.50| 7.24000 3004.60| 7.00000 2905.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0104 805-78925 3.000 EACH| 930.00000 2790.00| 1050.60000 3151.80| 1000.00000 3000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0105 805-81032 3.000 EACH| 2565.00000 7695.00| 2335.80000 7007.40| 2760.00000 8280.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0106 805-81060 9.000 EACH| 3060.00000 27540.00| 2754.00000 24786.00| 3290.00000 29610.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0107 808-03178 24.000 EACH| 100.00000 2400.00| 102.00000 2448.00| 135.00000 3240.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0108 808-03179 6.000 EACH| 100.00000 600.00| 153.00000 918.00| 158.00000 948.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0109 808-04767 169.000 LFT | 2.00000 338.00| 2.04000 344.76| 4.50000 760.50 LINE , PAINT, DOTTED, WHITE, 4 IN., 2 | | | FT. LINE, 4 FT. GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1139301 |(3) 35-0999231 |BERNS CONSTRUCTION COMPANY I|E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 808-04767 152.000 LFT | 2.00000 304.00| 2.04000 310.08| 4.50000 684.00 LINE , PAINT, DOTTED, YELLOW, 4 IN., 2 | | | FT. LINE, 4 FT. GAP | | | 0111 808-06703 1611.000 LFT | 0.50000 805.50| 0.51000 821.61| 0.40000 644.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0112 808-75051 12738.000 LFT | 0.75000 9553.50| 1.12000 14266.56| 1.30000 16559.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0113 808-75053 995.000 LFT | 1.50000 1492.50| 3.26000 3243.70| 3.10000 3084.50 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 8 IN. | | | 0114 808-75054 6992.000 LFT | 0.75000 5244.00| 1.12000 7831.04| 1.30000 9089.60 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0115 808-75059 1995.000 LFT | 0.75000 1496.25| 1.12000 2234.40| 1.40000 2793.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0116 808-75067 394.000 LFT | 4.60000 1812.40| 10.20000 4018.80| 8.10000 3191.40 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0117 808-75245 687.000 LFT | 0.50000 343.50| 0.51000 350.37| 0.35000 240.45 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0118 808-75297 80.000 LFT | 4.00000 320.00| 5.10000 408.00| 3.95000 316.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0119 808-75320 6.000 EACH| 75.00000 450.00| 61.20000 367.20| 53.00000 318.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0120 808-75325 2.000 EACH| 85.00000 170.00| 81.60000 163.20| 59.00000 118.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0121 808-75998 192.000 EACH| 27.90000 5356.80| 28.46000 5464.32| 28.00000 5376.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0122 808-91662 275.000 LFT | 2.30000 632.50| 5.10000 1402.50| 5.20000 1430.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | SECTION TOTALS | $ 3,279,833.70| $ 3,529,417.07| $ 3,546,131.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,279,833.70| $ 3,529,417.07| $ 3,546,131.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 55638.30000 55638.30| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2669.68000 24027.12| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 179416.00000 179416.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 58510.64000 58510.64| | CLEARING RIGHT OF WAY | | | 0005 202-02240 22.800 SYS | 101.06000 2304.17| | PAVEMENT REMOVAL | | | 0006 203-02000 41395.000 CYS | 6.38000 264100.10| | EXCAVATION, COMMON | | | 0007 205-06931 327.300 TON | 23.40000 7658.82| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06937 1284.000 LFT | 1.44000 1848.96| | TEMPORARY SILT FENCE | | | 0009 207-07498 53214.000 SYS | 3.30000 175606.20| | SUBGRADE TREATMENT, TYPE A | | | 0010 210-08031 2.000 EACH| 707.45000 1414.90| | SEDIMENT MARKER | | | 0011 211-07454 1076.000 CYS | 18.09000 19464.84| | STRUCTURE BACKFILL | | | 0012 214-05861 1873.000 CYS | 4.26000 7978.98| | EXCAVATION FOR DETENTION POND | | | 0013 301-07448 6465.000 TON | 14.24000 92061.60| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 302-06464 10707.400 CYS | 40.62000 434934.59| | SUBBASE FOR PCCP | | | 0015 401-07320 928.000 TON | 45.29000 42029.12| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0016 401-07389 1690.400 TON | 34.76000 58758.30| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0017 401-07406 1144.500 TON | 36.53000 41808.59| | QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0018 402-07434 75.000 TON | 54.42000 4081.50| | HMA SURFACE, TYPE C | | | 0019 402-07439 122.000 TON | 32.97000 4022.34| | HMA INTERMEDIATE, TYPE C | | | 0020 405-05517 17.200 TON | 350.04000 6020.69| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05520 5.000 TON | 181.28000 906.40| | ASPHALT FOR TACK COAT | | | 0023 501-06266 LUMP| 2855.40000 2855.40| | PROFILOGRAPH, PCCP | | | 0024 501-06323 33645.000 SYS | 26.55000 893274.75| | QC/QA-PCCP, 12 IN. | | | 0025 501-06326 2491.000 SYS | 36.74000 91519.34| | QC/QA-PCCP, 15 IN. | | | 0026 503-05240 19249.000 LFT | 6.48000 124733.52| | D-1 CONTRACTION JOINT | | | 0027 601-02103 200.000 LFT | 17.55000 3510.00| | GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0028 601-05586 1.000 EACH| 1941.49000 1941.49| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0029 601-94689 3.000 EACH| 2074.47000 6223.41| | GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 718.750 LFT | 13.14000 9444.38| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 603-06040 8139.000 LFT | 4.10000 33369.90| | FENCE, FARM FIELD, 47 IN. | | | 0032 605-06090 4568.000 LFT | 6.79000 31016.72| | CURB, INTEGRAL, CONCRETE | | | 0033 605-06120 970.000 LFT | 11.66000 11310.20| | CURB, CONCRETE | | | 0034 605-06255 347.000 SYS | 46.99000 16305.53| | CENTER CURB, D, CONCRETE | | | 0035 610-07486 16.900 TON | 53.77000 908.71| | HMA FOR APPROACHES, TYPE A | | | 0036 615-06505 4.000 EACH| 500.00000 2000.00| | MONUMENT, B | | | 0037 615-06510 4.000 EACH| 441.49000 1765.96| | MONUMENT, C | | | 0038 615-06515 5.000 EACH| 111.79000 558.95| | MONUMENT, D | | | 0039 616-02320 2645.000 SYS | 1.49000 3941.05| | GEOTEXTILES | | | 0040 616-05688 489.200 TON | 28.19000 13790.55| | RIPRAP, CLASS 1 | | | 0041 616-06405 1654.000 TON | 25.53000 42226.62| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 616-06451 10.900 TON | 28.72000 313.05| | RIPRAP, UNIFORM | | | 0043 621-01004 4.000 EACH| 234.04000 936.16| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 6.700 TON | 335.11000 2245.24| | FERTILIZER | | | 0045 621-06553 2640.000 LBS | 2.28000 6019.20| | SEED MIXTURE, R | | | 0046 621-06557 388.000 LBS | 0.83000 322.04| | SEED MIXTURE, T | | | 0047 621-06560 3054.000 SYS | 0.53000 1618.62| | MULCHED SEEDING, U | | | 0048 621-06565 41.000 TON | 372.34000 15265.94| | MULCHING MATERIAL | | | 0049 621-06574 7966.000 SYS | 3.14000 25013.24| | SODDING | | | 0050 702-90915 7.800 CYS | 654.93000 5108.45| | CONCRETE, A | | | 0051 702-94656 0.600 CYS | 585.60000 351.36| | CONCRETE, B | | | 0052 714-26702 311.000 LFT | 335.11000 104219.21| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0053 715-05019 645.000 LFT | 70.21000 45285.45| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0054 715-05048 15265.000 LFT | 3.19000 48695.35| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0055 715-05053 2402.000 LFT | 17.02000 40882.04| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0056 715-05125 96.000 LFT | 61.70000 5923.20| | PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0057 715-05149 438.000 LFT | 29.79000 13048.02| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0058 715-05152 70.000 LFT | 37.23000 2606.10| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0059 715-46000 1.000 EACH| 361.70000 361.70| | PIPE END SECTION, 12 IN. | | | 0060 715-46005 1.000 EACH| 393.62000 393.62| | PIPE END SECTION, 15 IN. | | | 0061 715-46010 1.000 EACH| 473.40000 473.40| | PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 715-46030 2.000 EACH| 654.26000 1308.52| | PIPE END SECTION, 30 IN. | | | 0063 715-46040 8.000 EACH| 760.64000 6085.12| | PIPE END SECTION, 36 IN. | | | 0064 718-06528 30.000 EACH| 1063.83000 31914.90| | OUTLET PROTECTOR, 1 | | | 0065 718-06529 2.000 EACH| 1000.00000 2000.00| | OUTLET PROTECTOR, 2 | | | 0066 718-52610 1250.600 CYS | 27.66000 34591.60| | AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 14436.500 SYS | 0.80000 11549.20| | GEOTEXTILES FOR UNDERDRAIN | | | 0068 720-45335 1.000 EACH| 4787.23000 4787.23| | CATCH BASIN, E7, MODIFIED | | | 0069 720-98174 4.000 EACH| 2446.81000 9787.24| | INLET, B15 | | | 0070 720-98555 3.000 EACH| 2553.19000 7659.57| | INLET, C15 | | | 0071 801-04308 9.000 EACH| 207.45000 1867.05| | ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06207 9126.000 LFT | 1.14000 10403.64| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0073 801-06218 91.000 LFT | 10.64000 968.24| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0074 801-06640 17.000 EACH| 202.13000 3436.21| | CONSTRUCTION SIGN, A | | | 0075 801-06645 20.000 EACH| 143.62000 2872.40| | CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP| 11157.47000 11157.47| | MAINTAINING TRAFFIC | | | 0077 801-07118 204.000 LFT | 11.97000 2441.88| | BARRICADE, III-A | | | 0078 802-05701 87.400 LFT | 13.40000 1171.16| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0079 802-05702 48.600 LFT | 11.28000 548.21| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0080 802-76025 52.500 SFT | 17.23000 904.58| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 802-76035 233.500 SFT | 17.87000 4172.65| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0082 802-76045 115.500 SFT | 18.94000 2187.57| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0083 805-01815 12.000 EACH| 1744.68000 20936.16| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0084 805-01836 10086.000 LFT | 1.12000 11296.32| | SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0085 805-01842 31.000 EACH| 851.06000 26382.86| | HANDHOLE, SIGNAL | | | 0086 805-02373 3611.000 LFT | 1.96000 7077.56| | INTERCONNECT CABLE, FIBER OPTIC | | | 0087 805-06592 5074.000 LFT | 12.02000 60989.48| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0088 805-78106 1.000 EACH| 15106.38000 15106.38| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0089 805-78109 2.000 EACH| 10744.68000 21489.36| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0090 805-78205 20.000 EACH| 648.94000 12978.80| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0091 805-78215 14.000 EACH| 648.94000 9085.16| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0092 805-78230 6.000 EACH| 1095.75000 6574.50| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0093 805-78415 12.000 EACH| 1287.23000 15446.76| | SPAN, CATENARY, AND TETHER | | | 0094 805-78420 13.000 EACH| 189.36000 2461.68| | DISCONNECT HANGER | | | 0095 805-78445 3.000 EACH| 387.23000 1161.69| | SIGNAL SERVICE | | | 0096 805-78465 218.000 LFT | 2.06000 449.08| | SIGNAL CABLE, 2C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 805-78470 960.000 LFT | 0.10000 96.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0098 805-78485 1919.000 LFT | 1.96000 3761.24| | SIGNAL CABLE, 5C 14GA. | | | 0099 805-78490 317.000 LFT | 1.91000 605.47| | SIGNAL CABLE, 7C 14GA. | | | 0100 805-78500 3199.000 LFT | 2.47000 7901.53| | SIGNAL CABLE, 11C 14GA. | | | 0101 805-78746 4074.000 LFT | 9.26000 37725.24| | PREFORMED LOOP DETECTORS | | | 0102 805-78785 4.000 EACH| 829.79000 3319.16| | SIGNAL DETECTOR HOUSING | | | 0103 805-78795 415.000 LFT | 7.55000 3133.25| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0104 805-78925 3.000 EACH| 1095.74000 3287.22| | CONTROLLER CABINET FOUNDATION, P1 | | | 0105 805-81032 3.000 EACH| 2436.17000 7308.51| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0106 805-81060 9.000 EACH| 2872.34000 25851.06| | SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0107 808-03178 24.000 EACH| 106.38000 2553.12| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0108 808-03179 6.000 EACH| 159.58000 957.48| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0109 808-04767 169.000 LFT | 2.13000 359.97| | LINE , PAINT, DOTTED, WHITE, 4 IN., 2 | | | FT. LINE, 4 FT. GAP | | | 0110 808-04767 152.000 LFT | 2.13000 323.76| | LINE , PAINT, DOTTED, YELLOW, 4 IN., 2 | | | FT. LINE, 4 FT. GAP | | | 0111 808-06703 1611.000 LFT | 0.53000 853.83| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0112 808-75051 12738.000 LFT | 1.17000 14903.46| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0113 808-75053 995.000 LFT | 3.40000 3383.00| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 8 IN. | | | 0114 808-75054 6992.000 LFT | 1.17000 8180.64| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 260 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,545,220.06 ROUTE : CALL ORDER : 260 CONTRACT ID : R -27214-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 808-75059 1995.000 LFT | 1.17000 2334.15| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0116 808-75067 394.000 LFT | 10.64000 4192.16| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0117 808-75245 687.000 LFT | 0.53000 364.11| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0118 808-75297 80.000 LFT | 5.32000 425.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0119 808-75320 6.000 EACH| 63.83000 382.98| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0120 808-75325 2.000 EACH| 85.11000 170.22| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0121 808-75998 192.000 EACH| 29.68000 5698.56| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0122 808-91662 275.000 LFT | 5.32000 1463.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | SECTION TOTALS | $ 3,595,154.98| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,595,154.98| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 136 CALL ORDER : 280 CONTRACT ID : R -27273-A COUNTIES : FOUNTAIN LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/05/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION, INC. $ 1,785,135.58 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,797,890.79 100.7145% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 2,178,806.15 122.0526% 4 35-1875662 CRIDER & CRIDER, INC. $ 2,216,887.16 124.1859% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 3 CALL ORDER : 290 CONTRACT ID : R -27353-B COUNTIES : RUSH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/25/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1568035 HOLMAN EXCAVATING $ 268,608.73 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 304,944.29 113.5273% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 305,245.78 113.6395% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 296 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 296 CONTRACT ID : R -27403-B COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/04/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 484,905.28 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 528,081.72 108.9040% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 574,140.13 118.4025% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 300 CONTRACT ID : R -27439-A COUNTIES : DAVIESS LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6753602 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 267,304.15 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 328,626.00 122.9408% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,966,145.68 ROUTE : 122n STREET CALL ORDER : 310 CONTRACT ID : R -27472-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/19/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : IN48032 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,097,077.06 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 4,124,256.28 100.6633% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 4,271,900.71 104.2670% 4 35-1139301 E & B PAVING, INC. $ 4,659,064.05 113.7167% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 4,849,700.00 118.3697% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT AND NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 70000.00000 70000.00| 75000.00000 75000.00| 62600.00000 62600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 18.000 MOS | 2100.00000 37800.00| 1000.00000 18000.00| 1200.00000 21600.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 150000.00000 150000.00| 200000.00000 200000.00| 211000.00000 211000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 100000.00000 100000.00| 190000.00000 190000.00| 338000.00000 338000.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 14000.000 LFT | 1.00000 14000.00| 2.50000 35000.00| 5.00000 70000.00 CURB, CONCRETE, REMOVE | | | 0006 203-02000 24528.000 CYS | 20.00000 490560.00| 11.25000 275940.00| 13.00000 318864.00 EXCAVATION, COMMON | | | 0007 205-06931 1.000 TON | 700.00000 700.00| 135.00000 135.00| 310.00000 310.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06933 4.000 EACH| 61.20000 244.80| 88.00000 352.00| 87.00000 348.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 4175.000 LFT | 1.26000 5260.50| 1.40000 5845.00| 1.60000 6680.00 TEMPORARY SILT FENCE | | | 0010 207-07498 39389.800 SYS | 4.16000 163861.57| 3.25000 128016.85| 3.00000 118169.40 SUBGRADE TREATMENT, TYPE A | | | 0011 211-07454 6658.000 CYS | 15.00000 99870.00| 22.00000 146476.00| 23.00000 153134.00 STRUCTURE BACKFILL | | | 0012 301-07448 1822.000 TON | 17.84000 32504.48| 19.00000 34618.00| 22.00000 40084.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 304-07490 276.000 TON | 79.25000 21873.00| 60.00000 16560.00| 80.00000 22080.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,966,145.68 ROUTE : 122n STREET CALL ORDER : 310 CONTRACT ID : R -27472-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 306-08034 4041.000 SYS | 2.08000 8405.28| 2.70000 10910.70| 1.75000 7071.75 MILLING, ASPHALT, 1 1/2 IN. | | | 0015 401-07321 3710.000 TON | 42.25000 156747.50| 40.00000 148400.00| 40.00000 148400.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0016 401-07390 5613.000 TON | 32.25000 181019.25| 33.00000 185229.00| 34.00000 190842.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0017 401-07407 15950.000 TON | 32.25000 514387.50| 33.00000 526350.00| 33.00000 526350.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0019 402-07432 339.000 TON | 42.25000 14322.75| 55.00000 18645.00| 54.70000 18543.30 HMA SURFACE, TYPE A | | | 0020 402-07435 726.000 TON | 32.25000 23413.50| 45.00000 32670.00| 49.65000 36045.90 HMA INTERMEDIATE, TYPE A | | | 0021 402-07440 285.000 TON | 34.25000 9761.25| 49.00000 13965.00| 49.00000 13965.00 HMA BASE. TYPE A | | | 0022 405-05517 8.000 TON | 400.00000 3200.00| 400.00000 3200.00| 185.00000 1480.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 55.400 TON | 175.00000 9695.00| 110.00000 6094.00| 175.00000 9695.00 ASPHALT FOR TACK COAT | | | 0024 601-95434 636.000 LFT | 88.74000 56438.64| 96.00000 61056.00| 95.00000 60420.00 HANDRAIL, STEEL PIPE, 1.5 IN. | | | 0025 604-07894 70.000 SYS | 153.41000 10738.70| 130.00000 9100.00| 120.00000 8400.00 CURB RAMP, CONCRETE, A | | | 0026 604-07896 11.000 SYS | 144.17000 1585.87| 120.00000 1320.00| 110.00000 1210.00 CURB RAMP, CONCRETE, B | | | 0027 604-07901 114.000 SYS | 147.67000 16834.38| 140.00000 15960.00| 130.00000 14820.00 CURB RAMP, CONCRETE, G | | | 0028 604-07902 23.000 SYS | 179.90000 4137.70| 140.00000 3220.00| 130.00000 2990.00 CURB RAMP, CONCRETE, H | | | 0029 604-91531 4754.000 SYS | 30.31000 144093.74| 25.00000 118850.00| 22.00000 104588.00 SIDEWALK, CONCRETE, 4 IN. | | | 0030 605-06120 6294.000 LFT | 11.89000 74835.66| 13.00000 81822.00| 12.00000 75528.00 CURB, CONCRETE | | | 0031 605-06155 13933.000 LFT | 8.97000 124979.01| 9.50000 132363.50| 9.00000 125397.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0032 605-06275 1165.000 SYS | 67.19000 78276.35| 90.00000 104850.00| 95.00000 110675.00 CENTER CURB, D, CONCRETE, MODIFIED | | | 0033 610-07486 332.000 TON | 89.25000 29631.00| 50.00000 16600.00| 75.00000 24900.00 HMA FOR APPROACHES, TYPE A | | | 0034 611-05330 1230.500 SYS | 26.05000 32054.53| 37.00000 45528.50| 35.00000 43067.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,966,145.68 ROUTE : 122n STREET CALL ORDER : 310 CONTRACT ID : R -27472-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 615-06505 24.000 EACH| 453.90000 10893.60| 500.00000 12000.00| 450.00000 10800.00 MONUMENT, B | | | 0036 615-06510 1.000 EACH| 367.20000 367.20| 400.00000 400.00| 360.00000 360.00 MONUMENT, C | | | 0037 616-06405 5.300 TON | 142.89000 757.32| 41.00000 217.30| 110.00000 583.00 RIPRAP, REVETMENT | | | 0038 621-01004 2.000 EACH| 408.00000 816.00| 440.00000 880.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.600 TON | 801.72000 481.03| 870.00000 522.00| 335.00000 201.00 FERTILIZER | | | 0040 621-06554 225.000 LBS | 4.85000 1091.25| 5.00000 1125.00| 3.10000 697.50 SEED MIXTURE, U | | | 0041 621-06565 3.000 TON | 610.98000 1832.94| 660.00000 1980.00| 580.00000 1740.00 MULCHING MATERIAL | | | 0042 621-06575 7268.000 SYS | 2.81000 20423.08| 3.00000 21804.00| 2.60000 18896.80 SODDING, NURSERY | | | 0043 704-04850 599.000 SYS | 47.80000 28632.20| 100.00000 59900.00| 65.00000 38935.00 CONCRETE , PATTERNED | | | 0044 715-05024 657.000 LFT | 56.18000 36910.26| 50.00000 32850.00| 41.00000 26937.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0045 715-05048 13734.000 LFT | 2.63000 36120.42| 3.00000 41202.00| 3.00000 41202.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0046 715-05149 4531.000 LFT | 33.65000 152468.15| 19.00000 86089.00| 21.00000 95151.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 715-05151 524.000 LFT | 38.64000 20247.36| 22.00000 11528.00| 23.00000 12052.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0048 715-05152 700.000 LFT | 40.13000 28091.00| 25.00000 17500.00| 31.00000 21700.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0049 715-05154 638.000 LFT | 44.65000 28486.70| 32.00000 20416.00| 32.00000 20416.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0050 715-05159 88.000 LFT | 71.91000 6328.08| 62.00000 5456.00| 90.00000 7920.00 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0051 715-05161 132.000 LFT | 78.29000 10334.28| 72.00000 9504.00| 90.00000 11880.00 PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0052 715-05162 130.000 LFT | 94.17000 12242.10| 88.00000 11440.00| 90.00000 11700.00 PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0053 715-46010 1.000 EACH| 644.29000 644.29| 225.00000 225.00| 840.00000 840.00 PIPE END SECTION, 18 IN. | | | 0054 715-46020 1.000 EACH| 714.06000 714.06| 285.00000 285.00| 950.00000 950.00 PIPE END SECTION, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,966,145.68 ROUTE : 122n STREET CALL ORDER : 310 CONTRACT ID : R -27472-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 718-06532 3280.000 LFT | 1.02000 3345.60| 1.20000 3936.00| 1.00000 3280.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0056 718-52610 1096.000 CYS | 28.46000 31192.16| 35.00000 38360.00| 25.00000 27400.00 AGGREGATE FOR UNDERDRAINS | | | 0057 718-99153 9592.000 SYS | 1.68000 16114.56| 2.00000 19184.00| 1.00000 9592.00 GEOTEXTILES FOR UNDERDRAIN | | | 0058 720-44000 30.000 EACH| 541.69000 16250.70| 430.00000 12900.00| 250.00000 7500.00 CASTING, ADJUST TO GRADE | | | 0059 720-45030 2.000 EACH| 790.28000 1580.56| 1200.00000 2400.00| 750.00000 1500.00 INLET, E7 | | | 0060 720-45045 30.000 EACH| 1090.26000 32707.80| 1300.00000 39000.00| 950.00000 28500.00 INLET, J10 | | | 0061 720-45055 35.000 EACH| 1102.44000 38585.40| 1300.00000 45500.00| 950.00000 33250.00 INLET, M10 | | | 0062 720-45410 14.000 EACH| 1278.41000 17897.74| 1400.00000 19600.00| 1400.00000 19600.00 MANHOLE, C4 | | | 0063 720-91973 6.000 EACH| 1795.10000 10770.60| 2200.00000 13200.00| 2200.00000 13200.00 MANHOLE, H4 | | | 0064 720-93501 2.000 EACH| 4380.77000 8761.54| 5600.00000 11200.00| 4000.00000 8000.00 MANHOLE, L4 | | | 0065 720-94612 3.000 EACH| 2094.12000 6282.36| 2700.00000 8100.00| 4800.00000 14400.00 MANHOLE, K4 | | | 0066 720-98174 8.000 EACH| 1735.07000 13880.56| 1850.00000 14800.00| 1550.00000 12400.00 INLET, B15 | | | 0067 720-98555 12.000 EACH| 1522.11000 18265.32| 1900.00000 22800.00| 1550.00000 18600.00 INLET, C15 | | | 0068 731-93945 5461.000 SFT | 11.76000 64221.36| 18.00000 98298.00| 18.00000 98298.00 FACE PANELS, CONCRETE | | | 0069 731-93946 5461.000 SFT | 13.97000 76290.17| 15.00000 81915.00| 8.00000 43688.00 WALL ERECTION | | | 0070 731-93947 638.000 LFT | 17.55000 11196.90| 17.00000 10846.00| 45.00000 28710.00 LEVELING PAD, CONCRETE | | | 0071 801-03291 29.000 EACH| 30.60000 887.40| 33.00000 957.00| 33.00000 957.00 CONSTRUCTION SIGN, D | | | 0072 801-06203 35448.000 LFT | 0.16000 5671.68| 0.20000 7089.60| 0.16000 5671.68 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0073 801-06207 530.000 LFT | 5.10000 2703.00| 5.60000 2968.00| 8.00000 4240.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0074 801-06640 34.000 EACH| 91.80000 3121.20| 100.00000 3400.00| 100.00000 3400.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,966,145.68 ROUTE : 122n STREET CALL ORDER : 310 CONTRACT ID : R -27472-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-06645 29.000 EACH| 30.60000 887.40| 33.00000 957.00| 30.00000 870.00 CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 97500.00000 97500.00 MAINTAINING TRAFFIC | | | 0077 801-07118 20.000 LFT | 81.60000 1632.00| 88.00000 1760.00| 200.00000 4000.00 BARRICADE, III-A | | | 0078 801-07119 18.000 LFT | 81.60000 1468.80| 88.00000 1584.00| 200.00000 3600.00 BARRICADE, III-B | | | 0079 802-05701 162.000 LFT | 11.22000 1817.64| 12.00000 1944.00| 11.00000 1782.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0080 802-76025 58.000 SFT | 16.32000 946.56| 18.00000 1044.00| 16.00000 928.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0081 802-76035 27.000 SFT | 17.34000 468.18| 19.00000 513.00| 17.00000 459.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0082 805-01815 8.000 EACH| 1764.60000 14116.80| 2000.00000 16000.00| 1730.00000 13840.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0083 805-01842 19.000 EACH| 668.10000 12693.90| 725.00000 13775.00| 655.00000 12445.00 HANDHOLE, SIGNAL | | | 0084 805-01879 2.000 EACH| 499.80000 999.60| 550.00000 1100.00| 490.00000 980.00 SIGNAL SERVICE, INSTALL | | | 0085 805-02152 16.000 EACH| 359.04000 5744.64| 400.00000 6400.00| 352.00000 5632.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0086 805-02373 4491.000 LFT | 1.94000 8712.54| 2.00000 8982.00| 1.90000 8532.90 INTERCONNECT CABLE, FIBER OPTIC | | | 0087 805-02658 1725.000 LFT | 1.22000 2104.50| 1.30000 2242.50| 1.20000 2070.00 CABLE, COAXIAL | | | 0088 805-04757 2.000 EACH| 12444.00000 24888.00| 13500.00000 27000.00| 12200.00000 24400.00 SIGNAL COMBINATION STRUCTURE, 30 FT. | | | SIGNAL MAST ARM, 25 FT. MAST ARM, | | | DECORATIVE | | | 0089 805-04757 5.000 EACH| 13260.00000 66300.00| 14500.00000 72500.00| 13000.00000 65000.00 SIGNAL COMBINATION STRUCTURE, 40 FT. | | | SIGNAL MAST ARM, 25 FT. MAST ARM, | | | DECORATIVE | | | 0090 805-04757 1.000 EACH| 15504.00000 15504.00| 16800.00000 16800.00| 15200.00000 15200.00 SIGNAL COMBINATION STRUCTURE, 45 FT. | | | SIGNAL MAST ARM, 25 FT. MAST ARM, | | | DECORATIVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 310 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,966,145.68 ROUTE : 122n STREET CALL ORDER : 310 CONTRACT ID : R -27472-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 805-04782 2.000 EACH| 29478.00000 58956.00| 32000.00000 64000.00| 28900.00000 57800.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0092 805-06592 4021.000 LFT | 9.49000 38159.29| 10.00000 40210.00| 9.30000 37395.30 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0093 805-78100 2.000 EACH| 10812.00000 21624.00| 11800.00000 23600.00| 10600.00000 21200.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0094 805-78205 16.000 EACH| 459.00000 7344.00| 500.00000 8000.00| 450.00000 7200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0095 805-78230 8.000 EACH| 1071.00000 8568.00| 1200.00000 9600.00| 1050.00000 8400.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0096 805-78370 16.000 EACH| 97.92000 1566.72| 100.00000 1600.00| 96.00000 1536.00 PEDESTRIAN PUSH BUTTON | | | 0097 805-78467 136.000 LFT | 1.22000 165.92| 1.30000 176.80| 1.20000 163.20 SIGNAL CABLE, 3C 8GA. | | | 0098 805-78480 2830.000 LFT | 0.77000 2179.10| 1.00000 2830.00| 0.75000 2122.50 SIGNAL CABLE, 3C 14GA. | | | 0099 805-78485 1870.000 LFT | 0.92000 1720.40| 1.00000 1870.00| 0.90000 1683.00 SIGNAL CABLE, 5C 14GA. | | | 0100 805-78490 1844.000 LFT | 0.97000 1788.68| 1.00000 1844.00| 0.95000 1751.80 SIGNAL CABLE, 7C 14GA. | | | 0101 805-78925 2.000 EACH| 836.40000 1672.80| 900.00000 1800.00| 820.00000 1640.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0102 808-06701 11739.000 LFT | 0.01000 117.39| 0.01000 117.39| 0.01000 117.39 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0103 808-06703 1674.000 LFT | 0.35000 585.90| 0.39000 652.86| 0.34000 569.16 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0104 808-75245 2432.000 LFT | 0.35000 851.20| 0.39000 948.48| 0.34000 826.88 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0105 808-75290 200.000 LFT | 3.06000 612.00| 3.30000 660.00| 3.00000 600.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0106 808-75297 346.000 LFT | 3.06000 1058.76| 3.30000 1141.80| 3.00000 1038.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0107 808-75300 1300.000 LFT | 1.02000 1326.00| 1.10000 1430.00| 1.00000 1300.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 310 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,966,145.68 ROUTE : 122n STREET CALL ORDER : 310 CONTRACT ID : R -27472-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 808-75320 16.000 EACH| 51.00000 816.00| 55.00000 880.00| 50.00000 800.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75325 16.000 EACH| 61.20000 979.20| 65.00000 1040.00| 60.00000 960.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0110 401-07429 7385.000 TON | 39.25000 289861.25| 40.00000 295400.00| 37.15000 274352.75 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | SECTION TOTALS | $ 4,097,077.06| $ 4,124,256.28| $ 4,271,900.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,097,077.06| $ 4,124,256.28| $ 4,271,900.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 310 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,966,145.68 ROUTE : 122n STREET CALL ORDER : 310 CONTRACT ID : R -27472-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT AND NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 75000.00000 75000.00| 95000.00000 95000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 18.000 MOS | 2140.00000 38520.00| 2500.00000 45000.00| FIELD OFFICE, C | | | 0003 110-01001 LUMP| 270602.20000 270602.20| 245000.00000 245000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 240000.00000 240000.00| 104231.87000 104231.87| CLEARING RIGHT OF WAY | | | 0005 202-02278 14000.000 LFT | 7.20000 100800.00| 7.00000 98000.00| CURB, CONCRETE, REMOVE | | | 0006 203-02000 24528.000 CYS | 8.00000 196224.00| 22.00000 539616.00| EXCAVATION, COMMON | | | 0007 205-06931 1.000 TON | 225.00000 225.00| 500.00000 500.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06933 4.000 EACH| 80.00000 320.00| 82.00000 328.00| TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 4175.000 LFT | 1.46000 6095.50| 1.50000 6262.50| TEMPORARY SILT FENCE | | | 0010 207-07498 39389.800 SYS | 3.40000 133925.32| 2.80000 110291.44| SUBGRADE TREATMENT, TYPE A | | | 0011 211-07454 6658.000 CYS | 19.58000 130363.64| 18.00000 119844.00| STRUCTURE BACKFILL | | | 0012 301-07448 1822.000 TON | 25.00000 45550.00| 23.00000 41906.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 304-07490 276.000 TON | 32.10000 8859.60| 100.00000 27600.00| HMA PATCHING, TYPE B | | | 0014 306-08034 4041.000 SYS | 2.82000 11395.62| 2.00000 8082.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0015 401-07321 3710.000 TON | 46.00000 170660.00| 44.00000 163240.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0016 401-07390 5613.000 TON | 37.00000 207681.00| 34.00000 190842.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0017 401-07407 15950.000 TON | 34.00000 542300.00| 33.00000 526350.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0019 402-07432 339.000 TON | 57.00000 19323.00| 73.00000 24747.00| HMA SURFACE, TYPE A | | | 0020 402-07435 726.000 TON | 39.00000 28314.00| 45.00000 32670.00| HMA INTERMEDIATE, TYPE A | | | 0021 402-07440 285.000 TON | 65.00000 18525.00| 65.00000 18525.00| HMA BASE. TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 310 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,966,145.68 ROUTE : 122n STREET CALL ORDER : 310 CONTRACT ID : R -27472-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 405-05517 8.000 TON | 200.00000 1600.00| 400.00000 3200.00| ASPHALT FOR PRIME COAT | | | 0023 406-05520 55.400 TON | 160.00000 8864.00| 180.00000 9972.00| ASPHALT FOR TACK COAT | | | 0024 601-95434 636.000 LFT | 123.00000 78228.00| 88.00000 55968.00| HANDRAIL, STEEL PIPE, 1.5 IN. | | | 0025 604-07894 70.000 SYS | 100.00000 7000.00| 85.00000 5950.00| CURB RAMP, CONCRETE, A | | | 0026 604-07896 11.000 SYS | 100.00000 1100.00| 85.00000 935.00| CURB RAMP, CONCRETE, B | | | 0027 604-07901 114.000 SYS | 100.00000 11400.00| 85.00000 9690.00| CURB RAMP, CONCRETE, G | | | 0028 604-07902 23.000 SYS | 100.00000 2300.00| 85.00000 1955.00| CURB RAMP, CONCRETE, H | | | 0029 604-91531 4754.000 SYS | 23.00000 109342.00| 30.00000 142620.00| SIDEWALK, CONCRETE, 4 IN. | | | 0030 605-06120 6294.000 LFT | 44.00000 276936.00| 12.00000 75528.00| CURB, CONCRETE | | | 0031 605-06155 13933.000 LFT | 11.50000 160229.50| 14.00000 195062.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0032 605-06275 1165.000 SYS | 175.00000 203875.00| 110.00000 128150.00| CENTER CURB, D, CONCRETE, MODIFIED | | | 0033 610-07486 332.000 TON | 68.00000 22576.00| 80.00000 26560.00| HMA FOR APPROACHES, TYPE A | | | 0034 611-05330 1230.500 SYS | 32.50000 39991.25| 40.00000 49220.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0035 615-06505 24.000 EACH| 425.00000 10200.00| 450.00000 10800.00| MONUMENT, B | | | 0036 615-06510 1.000 EACH| 375.00000 375.00| 370.00000 370.00| MONUMENT, C | | | 0037 616-06405 5.300 TON | 34.00000 180.20| 100.00000 530.00| RIPRAP, REVETMENT | | | 0038 621-01004 2.000 EACH| 400.00000 800.00| 410.00000 820.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.600 TON | 335.00000 201.00| 345.00000 207.00| FERTILIZER | | | 0040 621-06554 225.000 LBS | 3.10000 697.50| 3.20000 720.00| SEED MIXTURE, U | | | 0041 621-06565 3.000 TON | 580.00000 1740.00| 600.00000 1800.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 310 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,966,145.68 ROUTE : 122n STREET CALL ORDER : 310 CONTRACT ID : R -27472-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 621-06575 7268.000 SYS | 3.20000 23257.60| 2.70000 19623.60| SODDING, NURSERY | | | 0043 704-04850 599.000 SYS | 65.00000 38935.00| 100.00000 59900.00| CONCRETE , PATTERNED | | | 0044 715-05024 657.000 LFT | 60.00000 39420.00| 68.00000 44676.00| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0045 715-05048 13734.000 LFT | 2.85000 39141.90| 4.10000 56309.40| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0046 715-05149 4531.000 LFT | 25.00000 113275.00| 30.00000 135930.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 715-05151 524.000 LFT | 29.00000 15196.00| 34.00000 17816.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0048 715-05152 700.000 LFT | 31.00000 21700.00| 36.00000 25200.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0049 715-05154 638.000 LFT | 41.00000 26158.00| 55.00000 35090.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0050 715-05159 88.000 LFT | 81.00000 7128.00| 80.00000 7040.00| PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0051 715-05161 132.000 LFT | 92.00000 12144.00| 85.00000 11220.00| PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0052 715-05162 130.000 LFT | 111.00000 14430.00| 95.00000 12350.00| PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0053 715-46010 1.000 EACH| 715.00000 715.00| 350.00000 350.00| PIPE END SECTION, 18 IN. | | | 0054 715-46020 1.000 EACH| 930.00000 930.00| 420.00000 420.00| PIPE END SECTION, 24 IN. | | | 0055 718-06532 3280.000 LFT | 0.90000 2952.00| 1.00000 3280.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0056 718-52610 1096.000 CYS | 30.50000 33428.00| 29.00000 31784.00| AGGREGATE FOR UNDERDRAINS | | | 0057 718-99153 9592.000 SYS | 0.90000 8632.80| 1.70000 16306.40| GEOTEXTILES FOR UNDERDRAIN | | | 0058 720-44000 30.000 EACH| 625.00000 18750.00| 400.00000 12000.00| CASTING, ADJUST TO GRADE | | | 0059 720-45030 2.000 EACH| 1300.00000 2600.00| 1200.00000 2400.00| INLET, E7 | | | 0060 720-45045 30.000 EACH| 1250.00000 37500.00| 1400.00000 42000.00| INLET, J10 | | | 0061 720-45055 35.000 EACH| 1650.00000 57750.00| 1500.00000 52500.00| INLET, M10 | | | 0062 720-45410 14.000 EACH| 1650.00000 23100.00| 2000.00000 28000.00| MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 310 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,966,145.68 ROUTE : 122n STREET CALL ORDER : 310 CONTRACT ID : R -27472-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 720-91973 6.000 EACH| 3800.00000 22800.00| 2600.00000 15600.00| MANHOLE, H4 | | | 0064 720-93501 2.000 EACH| 4200.00000 8400.00| 6600.00000 13200.00| MANHOLE, L4 | | | 0065 720-94612 3.000 EACH| 4500.00000 13500.00| 5500.00000 16500.00| MANHOLE, K4 | | | 0066 720-98174 8.000 EACH| 2100.00000 16800.00| 1700.00000 13600.00| INLET, B15 | | | 0067 720-98555 12.000 EACH| 1800.00000 21600.00| 1700.00000 20400.00| INLET, C15 | | | 0068 731-93945 5461.000 SFT | 24.00000 131064.00| 12.00000 65532.00| FACE PANELS, CONCRETE | | | 0069 731-93946 5461.000 SFT | 12.50000 68262.50| 22.00000 120142.00| WALL ERECTION | | | 0070 731-93947 638.000 LFT | 6.00000 3828.00| 240.00000 153120.00| LEVELING PAD, CONCRETE | | | 0071 801-03291 29.000 EACH| 82.00000 2378.00| 31.00000 899.00| CONSTRUCTION SIGN, D | | | 0072 801-06203 35448.000 LFT | 0.25000 8862.00| 0.17000 6026.16| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0073 801-06207 530.000 LFT | 2.96000 1568.80| 5.20000 2756.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0074 801-06640 34.000 EACH| 215.00000 7310.00| 93.00000 3162.00| CONSTRUCTION SIGN, A | | | 0075 801-06645 29.000 EACH| 44.00000 1276.00| 31.00000 899.00| CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP| 51408.90000 51408.90| 80000.00000 80000.00| MAINTAINING TRAFFIC | | | 0077 801-07118 20.000 LFT | 22.00000 440.00| 82.00000 1640.00| BARRICADE, III-A | | | 0078 801-07119 18.000 LFT | 24.00000 432.00| 82.00000 1476.00| BARRICADE, III-B | | | 0079 802-05701 162.000 LFT | 11.00000 1782.00| 11.00000 1782.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0080 802-76025 58.000 SFT | 16.00000 928.00| 16.00000 928.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0081 802-76035 27.000 SFT | 17.00000 459.00| 17.50000 472.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 310 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,966,145.68 ROUTE : 122n STREET CALL ORDER : 310 CONTRACT ID : R -27472-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 805-01815 8.000 EACH| 1730.00000 13840.00| 1780.00000 14240.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0083 805-01842 19.000 EACH| 655.00000 12445.00| 670.00000 12730.00| HANDHOLE, SIGNAL | | | 0084 805-01879 2.000 EACH| 490.00000 980.00| 500.00000 1000.00| SIGNAL SERVICE, INSTALL | | | 0085 805-02152 16.000 EACH| 352.00000 5632.00| 360.00000 5760.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0086 805-02373 4491.000 LFT | 1.90000 8532.90| 2.00000 8982.00| INTERCONNECT CABLE, FIBER OPTIC | | | 0087 805-02658 1725.000 LFT | 1.20000 2070.00| 1.20000 2070.00| CABLE, COAXIAL | | | 0088 805-04757 2.000 EACH| 12200.00000 24400.00| 12500.00000 25000.00| SIGNAL COMBINATION STRUCTURE, 30 FT. | | | SIGNAL MAST ARM, 25 FT. MAST ARM, | | | DECORATIVE | | | 0089 805-04757 5.000 EACH| 13000.00000 65000.00| 13400.00000 67000.00| SIGNAL COMBINATION STRUCTURE, 40 FT. | | | SIGNAL MAST ARM, 25 FT. MAST ARM, | | | DECORATIVE | | | 0090 805-04757 1.000 EACH| 15200.00000 15200.00| 15650.00000 15650.00| SIGNAL COMBINATION STRUCTURE, 45 FT. | | | SIGNAL MAST ARM, 25 FT. MAST ARM, | | | DECORATIVE | | | 0091 805-04782 2.000 EACH| 28900.00000 57800.00| 29700.00000 59400.00| VIDEO VEHICLE DETECTOR SYSTEM | | | 0092 805-06592 4021.000 LFT | 9.30000 37395.30| 9.60000 38601.60| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0093 805-78100 2.000 EACH| 10600.00000 21200.00| 11000.00000 22000.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0094 805-78205 16.000 EACH| 450.00000 7200.00| 460.00000 7360.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0095 805-78230 8.000 EACH| 1050.00000 8400.00| 1080.00000 8640.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0096 805-78370 16.000 EACH| 96.00000 1536.00| 100.00000 1600.00| PEDESTRIAN PUSH BUTTON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 310 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,966,145.68 ROUTE : 122n STREET CALL ORDER : 310 CONTRACT ID : R -27472-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 805-78467 136.000 LFT | 1.20000 163.20| 1.21000 164.56| SIGNAL CABLE, 3C 8GA. | | | 0098 805-78480 2830.000 LFT | 0.75000 2122.50| 0.76000 2150.80| SIGNAL CABLE, 3C 14GA. | | | 0099 805-78485 1870.000 LFT | 0.90000 1683.00| 0.92000 1720.40| SIGNAL CABLE, 5C 14GA. | | | 0100 805-78490 1844.000 LFT | 0.95000 1751.80| 0.97000 1788.68| SIGNAL CABLE, 7C 14GA. | | | 0101 805-78925 2.000 EACH| 820.00000 1640.00| 840.00000 1680.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0102 808-06701 11739.000 LFT | 0.38000 4460.82| 0.01000 117.39| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0103 808-06703 1674.000 LFT | 0.28000 468.72| 0.35000 585.90| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0104 808-75245 2432.000 LFT | 0.29000 705.28| 0.35000 851.20| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0105 808-75290 200.000 LFT | 18.50000 3700.00| 3.10000 620.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0106 808-75297 346.000 LFT | 3.95000 1366.70| 3.10000 1072.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0107 808-75300 1300.000 LFT | 1.40000 1820.00| 1.00000 1300.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0108 808-75320 16.000 EACH| 53.00000 848.00| 51.00000 816.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75325 16.000 EACH| 56.00000 896.00| 61.00000 976.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0110 401-07429 7385.000 TON | 37.00000 273245.00| 40.00000 295400.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | SECTION TOTALS | $ 4,659,064.05| $ 4,849,700.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,659,064.05| $ 4,849,700.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,350,400.22 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : R -27490-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 280 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0175031 0175035 0175031 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 15,856,556.58 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 16,199,858.20 102.1650% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 17,368,645.16 109.5360% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-06845 LUMP| 115700.00000 115700.00| 115000.00000 115000.00| 119157.89000 119157.89 CONSTRUCTION ENGINEERING | | | 0002 105-07040 30.000 MOS | 1500.00000 45000.00| 2150.00000 64500.00| 2798.89000 83966.70 FIELD OFFICE, C | | | 0003 105-07577 180.000 MOS | 75.00000 13500.00| 110.00000 19800.00| 225.26000 40546.80 CELLULAR SERVICE | | | 0004 110-01001 LUMP| 515250.00000 515250.00| 350000.00000 350000.00| 1041405.67000 1041405.67 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 120000.00000 120000.00| 80000.00000 80000.00| 33904.21000 33904.21 CLEARING RIGHT OF WAY | | | 0007 202-02240 18100.000 SYS | 6.75000 122175.00| 4.00000 72400.00| 5.25000 95025.00 PAVEMENT REMOVAL | | | 0008 202-02241 7864.000 LFT | 2.75000 21626.00| 3.00000 23592.00| 2.89000 22726.96 GUARDRAIL, REMOVE | | | 0009 202-02272 1088.000 LFT | 7.00000 7616.00| 7.00000 7616.00| 4.21000 4580.48 PAVED SIDE DITCH, REMOVE | | | 0010 202-03783 14.000 EACH| 540.23000 7563.22| 570.00000 7980.00| 568.66000 7961.24 SIGN, PANEL, REMOVE | | | 0011 202-04089 249.000 EACH| 77.18000 19217.82| 80.00000 19920.00| 81.24000 20228.76 SIGN, SHEET, REMOVE | | | 0012 202-51328 LUMP| 7500.00000 7500.00| 35000.00000 35000.00| 31578.95000 31578.95 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO, 2 | | | 0013 202-51328 LUMP| 58000.00000 58000.00| 90000.00000 90000.00| 84210.53000 84210.53 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19350400.22 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : R -27490-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-51822 1509.000 SYS | 10.00000 15090.00| 7.40000 11166.60| 7.37000 11121.33 BRIDGE DECK OVERLAY, REMOVE | | | 0015 202-93974 2.000 EACH| 2867.00000 5734.00| 3020.00000 6040.00| 3017.90000 6035.80 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0016 203-02000 11168.000 CYS | 25.00000 279200.00| 15.00000 167520.00| 12.23000 136584.64 EXCAVATION, COMMON | | | 0017 203-02070 10000.000 CYS | 11.00000 110000.00| 10.00000 100000.00| 6.88000 68800.00 BORROW | | | 0018 203-90014 431.000 STA | 300.00000 129300.00| 205.00000 88355.00| 1609.37000 693638.47 LINEAR GRADING | | | 0019 205-06931 765.000 TON | 70.00000 53550.00| 26.00000 19890.00| 25.41000 19438.65 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 57.000 EACH| 50.00000 2850.00| 53.00000 3021.00| 55.79000 3180.03 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 35000.000 LFT | 1.10000 38500.00| 1.30000 45500.00| 1.60000 56000.00 TEMPORARY SILT FENCE | | | 0023 207-07498 70300.000 SYS | 4.50000 316350.00| 7.50000 527250.00| 3.42000 240426.00 SUBGRADE TREATMENT, TYPE A | | | 0024 211-06467 82.000 CYS | 38.00000 3116.00| 47.00000 3854.00| 47.37000 3884.34 AGGREGATE FOR END BENT BACKFILL | | | 0025 211-07454 8650.000 CYS | 17.00000 147050.00| 11.50000 99475.00| 19.14000 165561.00 STRUCTURE BACKFILL | | | 0026 213-08058 40.000 CYS | 105.00000 4200.00| 142.00000 5680.00| 94.67000 3786.80 FLOWABLE BACKFILL | | | 0027 301-07448 29540.000 TON | 9.00000 265860.00| 16.50000 487410.00| 17.21000 508383.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-07455 164.000 CYS | 35.00000 5740.00| 44.00000 7216.00| 44.21000 7250.44 DENSE GRADED SUBBASE | | | 0029 304-07491 765.000 TON | 46.80000 35802.00| 133.00000 101745.00| 98.57000 75406.05 HMA PATCHING, TYPE C | | | 0030 305-97019 230000.000 SYS | 1.40000 322000.00| 1.75000 402500.00| 0.16000 36800.00 RUBBLIZED PCCP | | | 0031 306-08033 13700.000 SYS | 1.01000 13837.00| 0.55000 7535.00| 0.50000 6850.00 MILLING, ASPHALT, 1 IN. | | | 0032 306-08039 260050.000 SYS | 1.16000 301658.00| 1.45000 377072.50| 1.35000 351067.50 MILLING, ASPHALT REMOVAL | | | 0033 306-08041 6500.000 SYS | 1.33000 8645.00| 1.10000 7150.00| 2.17000 14105.00 MILLING, CONCRETE PAVEMENT | | | 0034 306-08043 1000.000 SYS | 4.00000 4000.00| 3.00000 3000.00| 3.37000 3370.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19350400.22 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : R -27490-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 401-06264 LUMP| 5817.60000 5817.60| 15000.00000 15000.00| 12632.37000 12632.37 PROFILOGRAPH, HMA | | | 0036 401-07329 35900.000 TON | 45.39000 1629501.00| 42.00000 1507800.00| 51.60000 1852440.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0037 401-07399 44700.000 TON | 29.60000 1323120.00| 27.50000 1229250.00| 33.26000 1486722.00 QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0038 401-07409 187510.000 TON | 25.87000 4850883.70| 28.00000 5250280.00| 29.43000 5518419.30 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0039 401-07429 7420.000 TON | 36.04000 267416.80| 42.00000 311640.00| 35.86000 266081.20 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0040 402-07453 2100.000 TON | 57.39000 120519.00| 63.00000 132300.00| 43.12000 90552.00 HMA FOR TEMPORARY PAVEMENT | | | 0041 405-05517 821.000 TON | 267.85000 219904.85| 280.00000 229880.00| 340.38000 279451.98 ASPHALT FOR PRIME COAT | | | 0042 406-05520 485.000 TON | 556.40000 269854.00| 180.00000 87300.00| 192.00000 93120.00 ASPHALT FOR TACK COAT | | | 0043 601-01522 13.000 EACH| 1400.00000 18200.00| 1470.00000 19110.00| 1473.68000 19157.84 GUARDRAIL TRANSITION TYPE TGB | | | 0044 601-01626 1.000 EACH| 1600.00000 1600.00| 1680.00000 1680.00| 1684.21000 1684.21 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0045 601-02205 8.000 EACH| 1200.00000 9600.00| 1260.00000 10080.00| 1263.16000 10105.28 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0046 601-02206 800.000 LFT | 9.00000 7200.00| 9.50000 7600.00| 9.47000 7576.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0047 601-05999 5.000 EACH| 35.00000 175.00| 36.80000 184.00| 36.84000 184.20 CURVED TERMINAL END | | | 0048 601-06035 900.000 LFT | 8.00000 7200.00| 8.40000 7560.00| 8.42000 7578.00 GUARDRAIL, RESET | | | 0049 601-94689 12.000 EACH| 2200.00000 26400.00| 2300.00000 27600.00| 2315.79000 27789.48 GUARDRAIL END TREATMENT, OS | | | 0050 601-94690 6.000 EACH| 3300.00000 19800.00| 3474.00000 20844.00| 3473.69000 20842.14 GUARDRAIL END TREATMENT, MS | | | 0051 601-97080 8.000 EACH| 1800.00000 14400.00| 1895.00000 15160.00| 1894.74000 15157.92 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0052 601-99105 4480.000 LFT | 14.00000 62720.00| 14.70000 65856.00| 14.74000 66035.20 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0053 601-99108 1050.000 LFT | 19.00000 19950.00| 20.00000 21000.00| 20.00000 21000.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19350400.22 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : R -27490-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 602-06729 56.000 EACH| 7.00000 392.00| 7.40000 414.40| 7.37000 412.72 BARRIER DELINEATOR | | | 0055 603-06040 1550.000 LFT | 5.50000 8525.00| 5.80000 8990.00| 5.79000 8974.50 FENCE, FARM FIELD, 47 IN. | | | 0056 606-07484 185143.000 LFT | 0.08000 14811.44| 0.10000 18514.30| 0.04000 7405.72 MILLED HMA SHOULDER CORRUGATIONS | | | 0057 610-06259 966.000 SYS | 60.00000 57960.00| 63.00000 60858.00| 63.16000 61012.56 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0058 610-07486 240.000 TON | 56.82000 13636.80| 66.00000 15840.00| 52.78000 12667.20 HMA FOR APPROACHES, TYPE A | | | 0059 610-07487 4600.000 TON | 35.77000 164542.00| 43.00000 197800.00| 58.82000 270572.00 HMA FOR APPROACHES, TYPE B | | | 0060 611-06497 2.000 EACH| 150.00000 300.00| 157.00000 314.00| 157.90000 315.80 MAILBOX ASSEMBLY, SINGLE | | | 0061 611-52817 2.000 EACH| 45000.00000 90000.00| 15900.00000 31800.00| 21089.23000 42178.46 TEMPORARY CROSSOVER, B | | | 0062 615-06505 2.000 EACH| 325.00000 650.00| 340.00000 680.00| 342.11000 684.22 MONUMENT, B | | | 0063 615-06510 17.000 EACH| 200.00000 3400.00| 210.00000 3570.00| 210.53000 3579.01 MONUMENT, C | | | 0064 616-02320 3960.000 SYS | 3.00000 11880.00| 3.00000 11880.00| 0.93000 3682.80 GEOTEXTILES | | | 0065 616-05688 128.000 TON | 65.00000 8320.00| 30.50000 3904.00| 30.53000 3907.84 RIPRAP, CLASS 1 | | | 0066 616-05689 63.000 TON | 59.00000 3717.00| 28.00000 1764.00| 31.58000 1989.54 RIPRAP, CLASS 2 | | | 0067 616-06405 1470.000 TON | 45.00000 66150.00| 54.00000 79380.00| 7.69000 11304.30 RIPRAP, REVETMENT | | | 0068 621-01004 4.000 EACH| 975.00000 3900.00| 2000.00000 8000.00| 526.32000 2105.28 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0069 621-06545 41.000 TON | 463.00000 18983.00| 480.00000 19680.00| 515.79000 21147.39 FERTILIZER | | | 0070 621-06548 1021.000 LBS | 25.00000 25525.00| 26.00000 26546.00| 21.05000 21492.05 SEED MIXTURE, CV | | | 0071 621-06553 17344.000 LBS | 2.44000 42319.36| 2.60000 45094.40| 2.84000 49256.96 SEED MIXTURE, R | | | 0072 621-06557 15303.000 LBS | 2.05000 31371.15| 2.20000 33666.60| 2.37000 36268.11 SEED MIXTURE, T | | | 0073 621-06565 204.000 TON | 354.00000 72216.00| 370.00000 75480.00| 401.05000 81814.20 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19350400.22 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : R -27490-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 621-06567 1975.000 MG | 1.00000 1975.00| 1.10000 2172.50| 0.11000 217.25 WATER | | | 0075 621-06574 22657.000 SYS | 4.53000 102636.21| 2.70000 61173.90| 2.79000 63213.03 SODDING | | | 0076 622-52436 11.000 EACH| 23.00000 253.00| 26.00000 286.00| 49.47000 544.17 SIGN, DO NOT MOW OR SPRAY | | | 0077 622-91786 828.000 EACH| 9.00000 7452.00| 9.50000 7866.00| 4.47000 3701.16 SEEDLING | | | 0078 702-03607 8.000 EACH| 250.00000 2000.00| 188.00000 1504.00| 189.47000 1515.76 CORED HOLE IN CONCRETE | | | 0079 702-04433 8.000 EACH| 50.00000 400.00| 105.30000 842.40| 105.26000 842.08 FLOOR DRAIN, PVC, 6 IN. | | | 0080 702-05696 384.000 SFT | 15.00000 5760.00| 15.80000 6067.20| 15.79000 6063.36 WATERPROOFING | | | 0081 702-51110 4932.000 LBS | 3.00000 14796.00| 0.50000 2466.00| 0.53000 2613.96 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0082 702-51863 2312.000 EACH| 7.50000 17340.00| 4.20000 9710.40| 4.21000 9733.52 FIELD DRILLED HOLE IN CONCRETE | | | 0083 703-51030 75690.000 LBS | 1.50000 113535.00| 1.55000 117319.50| 1.58000 119590.20 REINFORCING STEEL MMFX | | | 0084 703-51032 57271.000 LBS | 0.90000 51543.90| 0.80000 45816.80| 0.84000 48107.64 REINFORCING STEEL, EPOXY COATED | | | 0085 703-97936 172.000 EACH| 18.00000 3096.00| 12.60000 2167.20| 12.63000 2172.36 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0086 704-51002 269.400 CYS | 410.00000 110454.00| 430.00000 115842.00| 431.58000 116267.65 CONCRETE, C, SUPERSTRUCTURE | | | 0087 706-05732 16.000 EACH| 900.00000 14400.00| 1300.00000 20800.00| 1315.79000 21052.64 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0088 706-51020 100.000 CYS | 350.00000 35000.00| 365.00000 36500.00| 368.42000 36842.00 CONCRETE, C, RAILING | | | 0089 708-51813 100.000 SFT | 110.00000 11000.00| 105.00000 10500.00| 105.26000 10526.00 PNEUMATICALLY PLACED MORTAR | | | 0090 708-51814 50.000 SFT | 45.00000 2250.00| 10.50000 525.00| 10.53000 526.50 WELDED STEEL WIRE FABRIC | | | 0091 709-51821 LUMP| 6000.00000 6000.00| 5600.00000 5600.00| 5621.05000 5621.05 SURFACE SEAL , STR. NO. 1 | | | 0092 709-51821 LUMP| 2000.00000 2000.00| 1775.00000 1775.00| 1778.95000 1778.95 SURFACE SEAL , STR. NO. 2 | | | 0093 710-51864 42.000 EACH| 25.00000 1050.00| 18.50000 777.00| 18.95000 795.90 FIELD DRILLED HOLE | | | 0094 711-51038 LUMP| 120000.00000 120000.00| 150000.00000 150000.00| 152631.58000 152631.58 STRUCTURAL STEEL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 320 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19350400.22 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : R -27490-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 711-51877 LUMP| 10000.00000 10000.00| 14730.00000 14730.00| 14736.84000 14736.84 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0096 711-93535 LUMP| 9500.00000 9500.00| 4200.00000 4200.00| 4210.53000 4210.53 BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES , STR. NO. 1 | | | 0097 711-96526 252.000 EACH| 5.00000 1260.00| 3.80000 957.60| 3.76000 947.52 FIELD WELDED STUD, 0.875 IN. DIA. | | | 0098 715-04632 2.000 EACH| 1400.00000 2800.00| 1150.00000 2300.00| 1131.07000 2262.14 PIPE END SECTION, PRECAST CONCRETE, 36 | | | IN. | | | 0099 715-05019 188.000 LFT | 72.00000 13536.00| 56.00000 10528.00| 67.71000 12729.48 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0100 715-05048 13485.000 LFT | 2.84000 38297.40| 3.00000 40455.00| 2.99000 40320.15 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0101 715-05053 18771.000 LFT | 10.77000 202163.67| 11.00000 206481.00| 11.34000 212863.14 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0102 715-05119 81.000 LFT | 41.00000 3321.00| 56.00000 4536.00| 38.77000 3140.37 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0103 715-05121 110.000 LFT | 44.00000 4840.00| 49.00000 5390.00| 44.47000 4891.70 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0104 715-05123 178.000 LFT | 55.00000 9790.00| 62.00000 11036.00| 43.80000 7796.40 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0105 715-05125 71.000 LFT | 65.00000 4615.00| 81.00000 5751.00| 57.91000 4111.61 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0106 715-05127 200.000 LFT | 80.00000 16000.00| 87.00000 17400.00| 84.86000 16972.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0107 715-05128 205.000 LFT | 115.00000 23575.00| 88.00000 18040.00| 105.54000 21635.70 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0108 715-05133 245.000 LFT | 150.00000 36750.00| 145.00000 35525.00| 131.43000 32200.35 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0109 715-05151 1530.000 LFT | 43.00000 65790.00| 31.00000 47430.00| 29.11000 44538.30 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0110 715-05152 106.000 LFT | 47.00000 4982.00| 45.00000 4770.00| 32.80000 3476.80 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0111 715-05173 36.000 LFT | 65.00000 2340.00| 71.00000 2556.00| 54.94000 1977.84 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0112 715-05203 171660.000 LFT | 1.15000 197409.00| 1.20000 205992.00| 1.21000 207708.60 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0113 715-05234 73.000 LFT | 99.00000 7227.00| 91.00000 6643.00| 65.62000 4790.26 PIPE, TYPE 1, DEFORMED, MIN. AREA 4.1 | | | SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 320 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19350400.22 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : R -27490-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 715-05407 320.000 LFT | 2.00000 640.00| 7.40000 2368.00| 7.37000 2358.40 PIPE, END BENT DRAIN, 6 IN. | | | 0115 715-05841 2.000 EACH| 2200.00000 4400.00| 1800.00000 3600.00| 1483.09000 2966.18 CONCRETE ANCHOR, 60 IN. | | | 0116 715-05842 2.000 EACH| 1475.00000 2950.00| 2600.00000 5200.00| 1144.11000 2288.22 CONCRETE ANCHOR, 42 IN. | | | 0117 715-06004 2.000 EACH| 1725.00000 3450.00| 3000.00000 6000.00| 1315.95000 2631.90 CONCRETE ANCHOR, 48 IN. | | | 0118 715-07581 4.000 EACH| 2750.00000 11000.00| 4100.00000 16400.00| 3194.44000 12777.76 CONCRETE ANCHOR, 66 IN. | | | 0119 715-07625 420.000 LFT | 145.00000 60900.00| 180.00000 75600.00| 158.79000 66691.80 PIPE, TYPE 1, CIRCULAR, 66 IN. | | | 0120 715-08176 120.000 LFT | 650.00000 78000.00| 480.00000 57600.00| 525.99000 63118.80 PIPE, TYPE 1, DEFORMED, MIN. AREA 46.1 | | | SFT. | | | 0121 715-08177 104.000 LFT | 135.00000 14040.00| 96.00000 9984.00| 105.77000 11000.08 PIPE, TYPE 1, DEFORMED, MIN. AREA 10.2 | | | SFT. | | | 0122 715-08178 2.000 EACH| 4200.00000 8400.00| 7350.00000 14700.00| 1410.08000 2820.16 CONCRETE ANCHOR, MIN. AREA 46.1 SFT. | | | 0123 715-08179 2.000 EACH| 1485.00000 2970.00| 3350.00000 6700.00| 1201.23000 2402.46 CONCRETE ANCHOR, MIN. AREA 10.2 SFT. | | | 0124 715-08181 2.000 EACH| 560.00000 1120.00| 980.00000 1960.00| 2113.88000 4227.76 PIPE END SECTION, MIN. AREA 4.1 SFT. | | | 0125 715-46005 19.000 EACH| 285.00000 5415.00| 250.00000 4750.00| 253.83000 4822.77 PIPE END SECTION, 15 IN. | | | 0126 715-46010 4.000 EACH| 310.00000 1240.00| 275.00000 1100.00| 391.05000 1564.20 PIPE END SECTION, 18 IN. | | | 0127 715-46020 10.000 EACH| 375.00000 3750.00| 367.00000 3670.00| 469.34000 4693.40 PIPE END SECTION, 24 IN. | | | 0128 715-46030 2.000 EACH| 475.00000 950.00| 500.00000 1000.00| 597.82000 1195.64 PIPE END SECTION, 30 IN. | | | 0129 715-46040 14.000 EACH| 650.00000 9100.00| 625.00000 8750.00| 721.57000 10101.98 PIPE END SECTION, 36 IN. | | | 0130 715-91361 36.000 LFT | 18.00000 648.00| 63.00000 2268.00| 75.61000 2721.96 PIPE, PVC, 6 IN. | | | 0132 718-06526 5595.000 TON | 34.98000 195713.10| 40.00000 223800.00| 42.72000 239018.40 HMA FOR UNDERDRAINS | | | 0133 718-06529 371.000 EACH| 420.00000 155820.00| 440.00000 163240.00| 436.84000 162067.64 OUTLET PROTECTOR, 2 | | | 0134 718-06532 10000.000 LFT | 0.97000 9700.00| 1.00000 10000.00| 1.02000 10200.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 320 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19350400.22 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : R -27490-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 718-52610 3973.000 CYS | 25.23000 100238.79| 26.50000 105284.50| 26.56000 105522.88 AGGREGATE FOR UNDERDRAINS | | | 0136 720-44000 1.000 EACH| 500.00000 500.00| 870.00000 870.00| 359.98000 359.98 CASTING, ADJUST TO GRADE | | | 0137 720-45065 3.000 EACH| 3500.00000 10500.00| 3060.00000 9180.00| 2823.48000 8470.44 INLET, N12 | | | 0139 722-51401 430.000 SFT | 34.00000 14620.00| 26.00000 11180.00| 26.32000 11317.60 BRIDGE DECK PATCHING, FULL DEPTH | | | 0140 722-51842 1520.000 SYS | 38.00000 57760.00| 52.00000 79040.00| 52.63000 79997.60 BRIDGE DECK OVERLAY | | | 0141 722-51846 13.400 CYS | 330.00000 4422.00| 330.00000 4422.00| 330.00000 4422.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0142 722-51852 1280.000 SFT | 12.00000 15360.00| 11.60000 14848.00| 11.58000 14822.40 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0143 722-60824 1623.000 SYS | 8.00000 12984.00| 2.60000 4219.80| 3.16000 5128.68 SURFACE MILLING | | | 0144 722-61075 106.000 SYS | 30.00000 3180.00| 63.00000 6678.00| 63.16000 6694.96 SANDBLASTING AND CLEANING | | | 0145 726-58789 12.000 EACH| 1350.00000 16200.00| 1050.00000 12600.00| 1052.63000 12631.56 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0146 726-99095 26.000 EACH| 750.00000 19500.00| 1150.00000 29900.00| 1157.89000 30105.14 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0147 801-01093 24.000 EACH| 2400.00000 57600.00| 2525.00000 60600.00| 2526.32000 60631.68 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0148 801-01504 8.000 EACH| 45.00000 360.00| 47.00000 376.00| 47.37000 378.96 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0149 801-04308 19.000 EACH| 575.00000 10925.00| 605.00000 11495.00| 605.26000 11499.94 ROAD CLOSURE SIGN ASSEMBLY | | | 0150 801-06203 166310.000 LFT | 0.10000 16631.00| 0.10000 16631.00| 0.11000 18294.10 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0151 801-06207 161560.000 LFT | 0.78000 126016.80| 0.80000 129248.00| 0.82000 132479.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0152 801-06212 8.000 EACH| 55.00000 440.00| 57.00000 456.00| 57.90000 463.20 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0153 801-06469 3580.000 LFT | 1.60000 5728.00| 1.70000 6086.00| 1.68000 6014.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 320 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19350400.22 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : R -27490-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 801-06586 11045.000 LFT | 0.20000 2209.00| 0.20000 2209.00| 0.21000 2319.45 TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0155 801-06640 82.000 EACH| 190.00000 15580.00| 200.00000 16400.00| 200.00000 16400.00 CONSTRUCTION SIGN, A | | | 0156 801-06645 5.000 EACH| 80.00000 400.00| 84.00000 420.00| 84.21000 421.05 CONSTRUCTION SIGN, B | | | 0157 801-06710 1575.000 DAY | 10.00000 15750.00| 10.00000 15750.00| 10.53000 16584.75 FLASHING ARROW SIGN | | | 0158 801-06735 150.000 EACH| 32.00000 4800.00| 33.00000 4950.00| 33.68000 5052.00 TUBULAR MARKER, PERMANENT | | | 0159 801-06775 LUMP| 468539.30000 468539.30| 375000.00000 375000.00| 89883.52000 89883.52 MAINTAINING TRAFFIC | | | 0160 801-07118 1395.000 LFT | 18.00000 25110.00| 18.90000 26365.50| 18.95000 26435.25 BARRICADE, III-A | | | 0161 801-07606 560.000 LFT | 30.00000 16800.00| 67.80000 37968.00| 13.91000 7789.60 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0162 801-07612 1000.000 LFT | 1.40000 1400.00| 1.50000 1500.00| 1.47000 1470.00 TEMPORARY PAVEMENT MARKING, 24 IN. | | | 0163 801-94295 8.000 EACH| 782.76000 6262.08| 818.00000 6544.00| 823.96000 6591.68 SIGNAL HEAD, RELOCATE | | | 0164 802-04893 25.000 EACH| 237.95000 5948.75| 250.00000 6250.00| 250.47000 6261.75 REFERENCE POST | | | 0165 802-05701 2054.000 LFT | 14.76000 30317.04| 15.50000 31837.00| 15.54000 31919.16 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0166 802-05702 597.000 LFT | 13.94000 8322.18| 14.70000 8775.90| 14.67000 8757.99 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0167 802-05703 169.000 LFT | 18.61000 3145.09| 19.50000 3295.50| 19.59000 3310.71 SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0168 802-07057 846.000 SFT | 22.09000 18688.14| 23.00000 19458.00| 23.25000 19669.50 SIGN, PANEL, WITH LEGEND | | | 0169 802-07058 18.000 EACH| 601.23000 10822.14| 630.00000 11340.00| 632.87000 11391.66 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0170 802-07060 36.000 EACH| 380.20000 13687.20| 400.00000 14400.00| 400.21000 14407.56 SIGN, SHEET, RELOCATE | | | 0171 802-07137 6.000 EACH| 794.47000 4766.82| 830.00000 4980.00| 836.29000 5017.74 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII | | | 0172 802-07151 16.000 EACH| 794.47000 12711.52| 830.00000 13280.00| 836.28000 13380.48 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 320 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19350400.22 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : R -27490-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0173 802-07159 1.000 EACH| 4150.50000 4150.50| 4370.00000 4370.00| 4368.95000 4368.95 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0174 802-76025 436.000 SFT | 38.71000 16877.56| 40.80000 17788.80| 40.75000 17767.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0175 802-76035 1232.000 SFT | 22.17000 27313.44| 23.30000 28705.60| 23.34000 28754.88 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0176 802-76045 32.000 SFT | 21.96000 702.72| 23.10000 739.20| 23.12000 739.84 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0177 802-76095 4412.000 LBS | 2.15000 9485.80| 2.30000 10147.60| 2.26000 9971.12 STRUCTURAL STEEL, BREAKAWAY | | | 0178 802-76140 1.000 EACH| 17827.00000 17827.00| 18700.00000 18700.00| 18765.26000 18765.26 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0179 804-06771 245.000 EACH| 19.00000 4655.00| 20.00000 4900.00| 20.00000 4900.00 DELINEATOR POST, FLEXIBLE | | | 0180 808-03631 123742.000 LFT | 0.28000 34647.76| 0.30000 37122.60| 0.29000 35885.18 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0181 808-03632 97650.000 LFT | 0.28000 27342.00| 0.30000 29295.00| 0.29000 28318.50 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0182 808-04767 288.000 LFT | 9.60000 2764.80| 10.10000 2908.80| 10.11000 2911.68 LINE , EPOXY, FOR BUZZ STRIPS | | | 0183 808-05534 1227.000 LFT | 0.65000 797.55| 0.70000 858.90| 0.68000 834.36 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0184 808-05535 178.000 LFT | 5.90000 1050.20| 6.20000 1103.60| 6.21000 1105.38 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0185 808-06716 7735.000 LFT | 0.40000 3094.00| 0.40000 3094.00| 0.42000 3248.70 LINE, REMOVE | | | 0186 808-74805 320.000 LFT | 5.90000 1888.00| 6.20000 1984.00| 6.21000 1987.20 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0187 808-74807 2.000 EACH| 70.00000 140.00| 73.00000 146.00| 73.69000 147.38 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0188 808-74808 2.000 EACH| 95.00000 190.00| 100.00000 200.00| 100.00000 200.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 320 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19350400.22 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : R -27490-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 808-74809 2.000 EACH| 420.00000 840.00| 440.00000 880.00| 442.11000 884.22 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0190 808-74811 22875.000 LFT | 0.38000 8692.50| 0.40000 9150.00| 0.40000 9150.00 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0191 808-75996 1448.000 EACH| 6.26000 9064.48| 5.00000 7240.00| 5.00000 7240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0192 808-75998 1448.000 EACH| 17.80000 25774.40| 18.70000 27077.60| 18.74000 27135.52 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0193 720-45070 18.000 EACH| 2500.00000 45000.00| 2500.00000 45000.00| 4063.88000 73149.84 INLET, P12A | | | 0194 611-04153 1.000 EACH| 200.00000 200.00| 20000.00000 20000.00| 5263.16000 5263.16 TEMPORARY CROSSOVER, B, REFURBISH | | | SECTION TOTALS | $ 15,856,556.58| $ 16,199,858.20| $ 17,368,645.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,856,556.58| $ 16,199,858.20| $ 17,368,645.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,730,875.21 ROUTE : 41 CALL ORDER : 330 CONTRACT ID : R -27491-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 240 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 01750AB 01750AB 0175037 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 12,564,975.82 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 13,721,290.25 109.2026% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 14,379,342.80 114.4398% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LIGHTING MODERNIZATION | | | 0001 105-06845 LUMP| 72345.00000 72345.00| 115000.00000 115000.00| 76957.45000 76957.45 CONSTRUCTION ENGINEERING | | | 0002 105-07040 30.000 MOS | 1500.00000 45000.00| 2750.00000 82500.00| 2828.67000 84860.10 FIELD OFFICE, C | | | 0003 105-07577 90.000 MOS | 75.00000 6750.00| 110.10000 9909.00| 455.32000 40978.80 CELLULAR SERVICE | | | 0004 110-01001 LUMP| 559773.80000 559773.80| 630000.00000 630000.00| 902439.00000 902439.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 100000.00000 100000.00| 66265.00000 66265.00| 20078.23000 20078.23 CLEARING RIGHT OF WAY | | | 0007 202-02240 27134.000 SYS | 5.00000 135670.00| 4.00000 108536.00| 5.20000 141096.80 PAVEMENT REMOVAL | | | 0008 202-02241 1656.000 LFT | 4.75000 7866.00| 3.00000 4968.00| 5.05000 8362.80 GUARDRAIL, REMOVE | | | 0009 202-02272 375.000 LFT | 7.00000 2625.00| 11.00000 4125.00| 6.36000 2385.00 PAVED SIDE DITCH, REMOVE | | | 0010 202-02844 2.000 EACH| 3236.18000 6472.36| 3563.40000 7126.80| 3442.75000 6885.50 SIGN STRUCTURE, OVERHEAD, MONOTUBE, | | | REMOVE | | | 0011 202-03783 13.000 EACH| 339.38000 4411.94| 373.70000 4858.10| 361.02000 4693.26 SIGN, PANEL, REMOVE | | | 0012 202-04089 230.000 EACH| 67.87000 15610.10| 74.70000 17181.00| 72.20000 16606.00 SIGN, SHEET, REMOVE | | | 0013 202-78515 LUMP| 2828.47000 2828.47| 3114.50000 3114.50| 3009.01000 3009.01 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14730875.21 ROUTE : 41 CALL ORDER : 330 CONTRACT ID : R -27491-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02000 10303.000 CYS | 20.50000 211211.50| 16.70000 172060.10| 9.03000 93036.09 EXCAVATION, COMMON | | | 0015 203-02070 10000.000 CYS | 15.00000 150000.00| 7.00000 70000.00| 11.74000 117400.00 BORROW | | | 0016 203-90014 296.000 STA | 1064.57000 315112.72| 212.00000 62752.00| 1454.56000 430549.76 LINEAR GRADING | | | 0017 205-06931 363.000 TON | 55.00000 19965.00| 27.00000 9801.00| 28.72000 10425.36 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06933 43.000 EACH| 50.00000 2150.00| 53.00000 2279.00| 127.83000 5496.69 TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06937 16675.000 LFT | 1.10000 18342.50| 1.20000 20010.00| 1.62000 27013.50 TEMPORARY SILT FENCE | | | 0020 207-07498 63709.000 SYS | 9.00000 573381.00| 8.00000 509672.00| 9.46000 602687.14 SUBGRADE TREATMENT, TYPE A | | | 0021 210-07562 1790.000 LFT | 1.90000 3401.00| 2.30000 4117.00| 1.71000 3060.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 12 IN. | | | 0022 211-07454 10350.000 CYS | 16.00000 165600.00| 13.10000 135585.00| 22.81000 236083.50 STRUCTURE BACKFILL | | | 0023 301-07448 21639.000 TON | 18.00000 389502.00| 18.00000 389502.00| 42.87000 927663.93 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07491 623.000 TON | 46.81000 29162.63| 144.00000 89712.00| 99.25000 61832.75 HMA PATCHING, TYPE C | | | 0025 305-97019 157733.000 SYS | 1.40000 220826.20| 1.50000 236599.50| 1.72000 271300.76 RUBBLIZED PCCP | | | 0026 306-08033 14389.000 SYS | 0.99000 14245.11| 0.70000 10072.30| 0.75000 10791.75 MILLING, ASPHALT, 1 IN. | | | 0027 306-08039 181312.000 SYS | 1.03000 186751.36| 1.40000 253836.80| 1.42000 257463.04 MILLING, ASPHALT REMOVAL | | | 0028 306-08043 1000.000 SYS | 4.54000 4540.00| 2.30000 2300.00| 2.50000 2500.00 MILLING, TRANSITION | | | 0029 401-06264 LUMP| 5817.60000 5817.60| 16617.00000 16617.00| 8852.38000 8852.38 PROFILOGRAPH, HMA | | | 0030 401-07329 24525.000 TON | 46.65000 1144091.25| 49.00000 1201725.00| 51.52000 1263528.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0031 401-07335 2674.000 TON | 54.14000 144770.36| 57.00000 152418.00| 53.02000 141775.48 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0032 401-07399 30439.000 TON | 30.29000 921997.31| 38.00000 1156682.00| 32.41000 986527.99 QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0033 401-07404 4455.000 TON | 33.55000 149465.25| 45.00000 200475.00| 36.47000 162473.85 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14730875.21 ROUTE : 41 CALL ORDER : 330 CONTRACT ID : R -27491-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 401-07409 131759.000 TON | 25.33000 3337455.47| 30.00000 3952770.00| 29.33000 3864491.47 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0035 401-07429 7932.000 TON | 33.68000 267149.76| 51.00000 404532.00| 36.53000 289755.96 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0036 402-07453 2172.000 TON | 53.20000 115550.40| 60.00000 130320.00| 45.35000 98500.20 HMA FOR TEMPORARY PAVEMENT | | | 0037 405-05517 573.000 TON | 306.79000 175790.67| 306.00000 175338.00| 359.61000 206056.53 ASPHALT FOR PRIME COAT | | | 0038 406-05520 383.000 TON | 253.26000 96998.58| 199.00000 76217.00| 194.04000 74317.32 ASPHALT FOR TACK COAT | | | 0039 601-01700 2.000 EACH| 1800.00000 3600.00| 1711.00000 3422.00| 1914.90000 3829.80 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0040 601-02205 4.000 EACH| 1200.00000 4800.00| 1742.00000 6968.00| 1276.60000 5106.40 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0041 601-02206 350.000 LFT | 9.00000 3150.00| 11.00000 3850.00| 9.57000 3349.50 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0042 601-05999 6.000 EACH| 35.00000 210.00| 46.00000 276.00| 37.23000 223.38 CURVED TERMINAL END | | | 0043 601-06035 819.000 LFT | 8.00000 6552.00| 7.00000 5733.00| 8.51000 6969.69 GUARDRAIL, RESET | | | 0044 601-94689 4.000 EACH| 2300.00000 9200.00| 2263.00000 9052.00| 2446.81000 9787.24 GUARDRAIL END TREATMENT, OS | | | 0045 601-94690 4.000 EACH| 3400.00000 13600.00| 4027.00000 16108.00| 3617.02000 14468.08 GUARDRAIL END TREATMENT, MS | | | 0046 601-97080 4.000 EACH| 1800.00000 7200.00| 2369.00000 9476.00| 1914.89000 7659.56 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0047 601-99105 638.000 LFT | 15.00000 9570.00| 14.00000 8932.00| 15.96000 10182.48 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0048 601-99108 350.000 LFT | 20.00000 7000.00| 20.00000 7000.00| 21.28000 7448.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0049 603-06040 1800.000 LFT | 5.50000 9900.00| 11.00000 19800.00| 5.85000 10530.00 FENCE, FARM FIELD, 47 IN. | | | 0050 606-07484 130612.000 LFT | 0.07000 9142.84| 0.10000 13061.20| 0.08000 10448.96 MILLED HMA SHOULDER CORRUGATIONS | | | 0051 610-07486 600.000 TON | 47.51000 28506.00| 68.00000 40800.00| 59.82000 35892.00 HMA FOR APPROACHES, TYPE A | | | 0052 610-07487 3367.000 TON | 35.38000 119124.46| 45.00000 151515.00| 59.73000 201110.91 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14730875.21 ROUTE : 41 CALL ORDER : 330 CONTRACT ID : R -27491-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 611-05330 673.000 SYS | 48.62000 32721.26| 51.00000 34323.00| 81.72000 54997.56 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0054 611-52817 2.000 EACH| 25000.00000 50000.00| 9289.00000 18578.00| 31623.93000 63247.86 TEMPORARY CROSSOVER, B | | | 0055 615-06505 2.000 EACH| 325.00000 650.00| 521.00000 1042.00| 345.75000 691.50 MONUMENT, B | | | 0056 615-06510 14.000 EACH| 200.00000 2800.00| 468.00000 6552.00| 212.77000 2978.78 MONUMENT, C | | | 0057 616-02320 3925.000 SYS | 2.00000 7850.00| 2.00000 7850.00| 3.19000 12520.75 GEOTEXTILES | | | 0058 616-05688 21.000 TON | 70.00000 1470.00| 28.00000 588.00| 48.36000 1015.56 RIPRAP, CLASS 1 | | | 0059 616-05689 51.000 TON | 70.00000 3570.00| 28.00000 1428.00| 35.37000 1803.87 RIPRAP, CLASS 2 | | | 0060 616-06405 1247.500 TON | 35.00000 43662.50| 28.00000 34930.00| 29.63000 36963.43 RIPRAP, REVETMENT | | | 0061 621-01004 4.000 EACH| 975.00000 3900.00| 1073.60000 4294.40| 531.92000 2127.68 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-06545 32.000 TON | 480.00000 15360.00| 528.50000 16912.00| 521.28000 16680.96 FERTILIZER | | | 0063 621-06548 791.000 LBS | 25.00000 19775.00| 27.50000 21752.50| 21.28000 16832.48 SEED MIXTURE, CV | | | 0064 621-06553 13449.000 LBS | 2.53000 34025.97| 2.80000 37657.20| 2.87000 38598.63 SEED MIXTURE, R | | | 0065 621-06557 11867.000 LBS | 2.05000 24327.35| 2.30000 27294.10| 2.39000 28362.13 SEED MIXTURE, T | | | 0066 621-06565 158.000 TON | 367.00000 57986.00| 404.10000 63847.80| 405.32000 64040.56 MULCHING MATERIAL | | | 0067 621-06567 1532.000 MG | 1.00000 1532.00| 1.10000 1685.20| 0.11000 168.52 WATER | | | 0068 621-06574 15172.000 SYS | 4.53000 68729.16| 2.80000 42481.60| 2.82000 42785.04 SODDING | | | 0069 621-06575 11378.000 SYS | 2.58000 29355.24| 2.80000 31858.40| 2.82000 32085.96 SODDING, NURSERY | | | 0070 715-02397 5.000 EACH| 2500.00000 12500.00| 2358.90000 11794.50| 1334.73000 6673.65 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0071 715-05019 164.000 LFT | 75.00000 12300.00| 45.30000 7429.20| 56.44000 9256.16 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0072 715-05048 12312.000 LFT | 2.48000 30533.76| 2.70000 33242.40| 2.64000 32503.68 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14730875.21 ROUTE : 41 CALL ORDER : 330 CONTRACT ID : R -27491-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-05053 13634.000 LFT | 10.40000 141793.60| 10.50000 143157.00| 10.16000 138521.44 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0074 715-05119 58.000 LFT | 46.00000 2668.00| 49.60000 2876.80| 33.24000 1927.92 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0075 715-05123 178.000 LFT | 52.00000 9256.00| 56.40000 10039.20| 40.64000 7233.92 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0076 715-05145 366.000 LFT | 750.00000 274500.00| 375.30000 137359.80| 351.72000 128729.52 PIPE, TYPE 1, CIRCULAR, 96 IN. | | | 0077 715-05149 108.000 LFT | 42.00000 4536.00| 38.70000 4179.60| 25.34000 2736.72 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0078 715-05151 962.000 LFT | 46.00000 44252.00| 44.00000 42328.00| 25.48000 24511.76 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0079 715-05152 286.000 LFT | 49.00000 14014.00| 45.90000 13127.40| 36.00000 10296.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0080 715-05168 146.000 LFT | 42.00000 6132.00| 62.00000 9052.00| 18.09000 2641.14 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0081 715-05171 36.000 LFT | 50.00000 1800.00| 57.90000 2084.40| 22.22000 799.92 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0082 715-05203 118300.000 LFT | 1.26000 149058.00| 1.40000 165620.00| 1.34000 158522.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0083 715-05595 10.000 LFT | 75.00000 750.00| 99.50000 995.00| 46.25000 462.50 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0084 715-05757 35.000 LFT | 100.00000 3500.00| 198.20000 6937.00| 85.45000 2990.75 PIPE EXTENSION, CIRCULAR, 36 IN. | | | 0085 715-06691 2.000 EACH| 3800.00000 7600.00| 3286.90000 6573.80| 1489.22000 2978.44 CONCRETE ANCHOR, 96 IN. | | | 0086 715-08162 539.000 LFT | 155.00000 83545.00| 101.10000 54492.90| 111.22000 59947.58 PIPE, TYPE 1, DEFORMED, MIN. AREA 8.8 | | | SFT. | | | 0087 715-08163 6.000 EACH| 700.00000 4200.00| 2610.80000 15664.80| 8397.87000 50387.22 PIPE END SECTION, MIN. AREA 8.8 SFT. | | | 0088 715-08164 2.000 EACH| 2800.00000 5600.00| 4277.00000 8554.00| 2910.23000 5820.46 CONCRETE ANCHOR, MIN. AREA 59.2 SFT. | | | 0089 715-08165 76.000 LFT | 950.00000 72200.00| 1094.00000 83144.00| 723.00000 54948.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 59.2 | | | SFT. | | | 0094 715-46000 3.000 EACH| 300.00000 900.00| 317.80000 953.40| 386.65000 1159.95 PIPE END SECTION, 12 IN. | | | 0095 715-46005 19.000 EACH| 325.00000 6175.00| 410.60000 7801.40| 579.93000 11018.67 PIPE END SECTION, 15 IN. | | | 0096 715-46010 5.000 EACH| 350.00000 1750.00| 353.00000 1765.00| 618.66000 3093.30 PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 330 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14730875.21 ROUTE : 41 CALL ORDER : 330 CONTRACT ID : R -27491-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 715-46020 6.000 EACH| 400.00000 2400.00| 881.30000 5287.80| 625.12000 3750.72 PIPE END SECTION, 24 IN. | | | 0098 715-46025 2.000 EACH| 425.00000 850.00| 828.50000 1657.00| 933.83000 1867.66 PIPE END SECTION, 27 IN. | | | 0099 715-46030 2.000 EACH| 450.00000 900.00| 991.40000 1982.80| 928.51000 1857.02 PIPE END SECTION, 30 IN. | | | 0100 715-46040 19.000 EACH| 575.00000 10925.00| 846.30000 16079.70| 771.00000 14649.00 PIPE END SECTION, 36 IN. | | | 0102 715-95325 1013.000 LFT | 125.00000 126625.00| 189.40000 191862.20| 96.78000 98038.14 INVERT, CONCRETE PAVED | | | 0103 718-06526 3601.000 TON | 33.66600 121231.27| 47.60000 171407.60| 42.84000 154266.84 HMA FOR UNDERDRAINS | | | 0104 718-06529 193.000 EACH| 420.00000 81060.00| 462.50000 89262.50| 638.30000 123191.90 OUTLET PROTECTOR, 2 | | | 0105 718-06532 10000.000 LFT | 0.97000 9700.00| 1.10000 11000.00| 1.03000 10300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0106 718-52610 2606.000 CYS | 26.58000 69267.48| 29.30000 76355.80| 28.28000 73697.68 AGGREGATE FOR UNDERDRAINS | | | 0107 720-44000 7.000 EACH| 350.00000 2450.00| 926.10000 6482.70| 365.66000 2559.62 CASTING, ADJUST TO GRADE | | | 0108 720-44296 1.000 EACH| 750.00000 750.00| 1256.40000 1256.40| 471.85000 471.85 CAP INLET | | | 0109 725-06858 262.000 LFT | 87.50000 22925.00| 96.30000 25230.60| 181.96000 47673.52 PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0110 801-01093 16.000 EACH| 2200.00000 35200.00| 2422.40000 38758.40| 2340.43000 37446.88 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0111 801-04308 14.000 EACH| 575.00000 8050.00| 633.10000 8863.40| 611.70000 8563.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06203 127557.000 LFT | 0.10000 12755.70| 0.10000 12755.70| 0.11000 14031.27 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0113 801-06207 126709.000 LFT | 0.78000 98833.02| 0.90000 114038.10| 0.83000 105168.47 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0114 801-06211 4.000 EACH| 55.00000 220.00| 60.60000 242.40| 58.51000 234.04 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0115 801-06212 4.000 EACH| 60.00000 240.00| 66.10000 264.40| 63.83000 255.32 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0116 801-06586 11265.000 LFT | 0.20000 2253.00| 0.20000 2253.00| 0.21000 2365.65 TEMPORARY PAVEMENT MARKING, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 330 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14730875.21 ROUTE : 41 CALL ORDER : 330 CONTRACT ID : R -27491-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 801-06640 78.000 EACH| 190.00000 14820.00| 209.20000 16317.60| 202.13000 15766.14 CONSTRUCTION SIGN, A | | | 0118 801-06645 5.000 EACH| 80.00000 400.00| 88.10000 440.50| 85.11000 425.55 CONSTRUCTION SIGN, B | | | 0119 801-06710 1695.000 DAY | 10.00000 16950.00| 11.00000 18645.00| 10.64000 18034.80 FLASHING ARROW SIGN | | | 0120 801-06735 50.000 EACH| 32.00000 1600.00| 35.20000 1760.00| 34.04000 1702.00 TUBULAR MARKER, PERMANENT | | | 0121 801-06775 LUMP| 213755.60000 213755.60| 347806.30000 347806.30| 63569.79000 63569.79 MAINTAINING TRAFFIC | | | 0122 801-07118 3550.000 LFT | 18.00000 63900.00| 19.80000 70290.00| 19.15000 67982.50 BARRICADE, III-A | | | 0123 801-07606 560.000 LFT | 20.00000 11200.00| 68.00000 38080.00| 10.28000 5756.80 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0124 801-94295 16.000 EACH| 689.73000 11035.68| 550.60000 8809.60| 733.76000 11740.16 SIGNAL HEAD, RELOCATE | | | 0125 802-04893 14.000 EACH| 219.35000 3070.90| 241.50000 3381.00| 233.35000 3266.90 REFERENCE POST | | | 0126 802-05701 1963.000 LFT | 17.45000 34254.35| 19.20000 37689.60| 18.56000 36433.28 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0127 802-05702 477.500 LFT | 16.13000 7702.08| 17.80000 8499.50| 17.16000 8193.90 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0128 802-05703 249.000 LFT | 18.01000 4484.49| 19.80000 4930.20| 19.16000 4770.84 SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0129 802-07057 160.000 SFT | 27.81000 4449.60| 30.60000 4896.00| 29.59000 4734.40 SIGN, PANEL, WITH LEGEND | | | 0130 802-07151 2.000 EACH| 630.51000 1261.02| 694.30000 1388.60| 670.76000 1341.52 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0131 802-76025 487.620 SFT | 36.25000 17676.23| 39.90000 19456.04| 38.56000 18802.63 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0132 802-76035 1426.890 SFT | 20.73000 29579.43| 22.80000 32533.09| 22.05000 31462.92 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0133 802-76045 176.250 SFT | 20.37000 3590.21| 22.40000 3948.00| 21.67000 3819.34 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 330 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14730875.21 ROUTE : 41 CALL ORDER : 330 CONTRACT ID : R -27491-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 802-76095 287.700 LBS | 4.14000 1191.08| 4.60000 1323.42| 4.40000 1265.88 STRUCTURAL STEEL, BREAKAWAY | | | 0135 802-76100 3.000 EACH| 11062.10000 33186.30| 12180.60000 36541.80| 11768.19000 35304.57 SPAN OVERHEAD SIGN STRUCTURE, MONOTUBE | | | 0136 804-06771 210.000 EACH| 20.00000 4200.00| 22.00000 4620.00| 21.28000 4468.80 DELINEATOR POST, FLEXIBLE | | | 0137 805-01842 9.000 EACH| 842.91000 7586.19| 928.10000 8352.90| 896.71000 8070.39 HANDHOLE, SIGNAL | | | 0138 805-01844 1650.000 LFT | 15.11000 24931.50| 16.60000 27390.00| 16.07000 26515.50 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0139 805-02426 180.000 LFT | 10.18000 1832.40| 11.20000 2016.00| 10.83000 1949.40 WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0140 805-06101 6.000 EACH| 4364.91000 26189.46| 4806.30000 28837.80| 4643.52000 27861.12 FOUNDATION , MONOTUBE, II | | | 0141 805-78205 8.000 EACH| 752.54000 6020.32| 828.60000 6628.80| 800.58000 6404.64 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0142 805-78215 4.000 EACH| 761.34000 3045.36| 838.30000 3353.20| 809.94000 3239.76 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0143 805-78415 4.000 EACH| 2224.93000 8899.72| 2449.90000 9799.60| 2366.95000 9467.80 SPAN, CATENARY, AND TETHER | | | 0144 805-78420 4.000 EACH| 212.35000 849.40| 233.80000 935.20| 225.91000 903.64 DISCONNECT HANGER | | | 0145 805-78445 1.000 EACH| 544.74000 544.74| 599.80000 599.80| 579.51000 579.51 SIGNAL SERVICE | | | 0146 805-78467 55.000 LFT | 1.34000 73.70| 1.50000 82.50| 1.43000 78.65 SIGNAL CABLE, 3C 8GA. | | | 0147 805-78485 1325.000 LFT | 1.01000 1338.25| 1.10000 1457.50| 1.07000 1417.75 SIGNAL CABLE, 5C 14GA. | | | 0148 805-78490 1150.000 LFT | 1.07000 1230.50| 1.20000 1380.00| 1.14000 1311.00 SIGNAL CABLE, 7C 14GA. | | | 0149 805-78510 5550.000 LFT | 0.81000 4495.50| 0.90000 4995.00| 0.86000 4773.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0150 805-78746 1075.000 LFT | 14.33000 15404.75| 15.80000 16985.00| 15.24000 16383.00 PREFORMED LOOP DETECTORS | | | 0151 805-78785 8.000 EACH| 887.03000 7096.24| 976.70000 7813.60| 943.65000 7549.20 SIGNAL DETECTOR HOUSING | | | 0152 805-78790 4.000 EACH| 248.97000 995.88| 274.10000 1096.40| 264.86000 1059.44 LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 330 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14730875.21 ROUTE : 41 CALL ORDER : 330 CONTRACT ID : R -27491-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 805-86935 16.000 EACH| 35.95000 575.20| 39.60000 633.60| 38.24000 611.84 INSULATING LINK, WATERPROOFED | | | 0154 807-02191 4.000 EACH| 666.44000 2665.76| 733.80000 2935.20| 708.98000 2835.92 HANDHOLE, LIGHTING | | | 0155 807-02370 8.000 EACH| 1908.05000 15264.40| 2098.80000 16790.40| 2027.71000 16221.68 LIGHT STRUCTURE, REMOVE AND RESET | | | 0156 807-02428 3.000 EACH| 1096.03000 3288.09| 1206.90000 3620.70| 1165.99000 3497.97 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0157 807-03051 1000.000 LFT | 0.79000 790.00| 0.90000 900.00| 0.84000 840.00 LIGHT CABLE, 1C 10GA. | | | 0158 807-86620 11.000 EACH| 414.49000 4559.39| 456.40000 5020.40| 440.95000 4850.45 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0159 807-86910 11.000 EACH| 51.35000 564.85| 56.50000 621.50| 54.63000 600.93 CONNECTOR KIT, UNFUSED | | | 0160 807-86915 11.000 EACH| 51.35000 564.85| 56.50000 621.50| 54.63000 600.93 CONNECTOR KIT, FUSED | | | 0161 807-86920 19.000 EACH| 29.46000 559.74| 32.40000 615.60| 31.34000 595.46 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0162 807-86925 8.000 EACH| 38.15000 305.20| 42.00000 336.00| 40.59000 324.72 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0163 807-86930 25.000 EACH| 28.25000 706.25| 31.10000 777.50| 30.05000 751.25 INSULATION LINK, NONWATERPROOFED | | | 0164 807-86950 11.000 EACH| 35.95000 395.45| 39.60000 435.60| 38.24000 420.64 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0165 807-86955 4.000 EACH| 220.47000 881.88| 242.80000 971.20| 234.54000 938.16 CABLE DUCT MARKER | | | 0166 808-03631 93883.000 LFT | 0.28000 26287.24| 0.30000 28164.90| 0.30000 28164.90 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0167 808-03632 69458.000 LFT | 0.28000 19448.24| 0.30000 20837.40| 0.30000 20837.40 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0168 808-04767 1728.000 LFT | 9.60000 16588.80| 10.60000 18316.80| 10.21000 17642.88 LINE , EPOXY, FOR BUZZ STRIPS | | | 0169 808-05534 2490.000 LFT | 0.65000 1618.50| 0.70000 1743.00| 0.69000 1718.10 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0170 808-05535 596.000 LFT | 5.90000 3516.40| 6.50000 3874.00| 6.28000 3742.88 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 330 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14730875.21 ROUTE : 41 CALL ORDER : 330 CONTRACT ID : R -27491-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 808-06716 4885.000 LFT | 0.40000 1954.00| 0.40000 1954.00| 0.43000 2100.55 LINE, REMOVE | | | 0172 808-06800 267.000 LFT | 5.90000 1575.30| 6.50000 1735.50| 6.28000 1676.76 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 24 IN. | | | 0173 808-08172 4.000 EACH| 255.00000 1020.00| 280.80000 1123.20| 271.28000 1085.12 PAVEMENT MESSAGE MARKINGS, EPOXY, | | | WORD(AHEAD) | | | 0174 808-08173 4.000 EACH| 340.00000 1360.00| 374.40000 1497.60| 361.70000 1446.80 PAVEMENT MESSAGE MARKINGS, EPOXY, | | | WORD(SIGNAL) | | | 0175 808-74805 219.000 LFT | 5.90000 1292.10| 6.50000 1423.50| 6.28000 1375.32 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0176 808-74807 6.000 EACH| 70.00000 420.00| 77.10000 462.60| 74.47000 446.82 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0177 808-74808 2.000 EACH| 95.00000 190.00| 104.60000 209.20| 101.07000 202.14 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0178 808-74809 2.000 EACH| 420.00000 840.00| 462.50000 925.00| 446.81000 893.62 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0179 808-74811 15827.000 LFT | 0.38000 6014.26| 0.40000 6330.80| 0.40000 6330.80 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0180 808-75996 1000.000 EACH| 9.06000 9060.00| 5.20000 5200.00| 5.05000 5050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0181 808-75998 1048.000 EACH| 18.75000 19650.00| 19.80000 20750.40| 19.15000 20069.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0182 808-98000 1752.000 LFT | 0.65000 1138.80| 1.00000 1752.00| 0.69000 1208.88 LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0183 805-02352 2400.000 LFT | 7.06000 16944.00| 7.80000 18720.00| 7.51000 18024.00 WIRE, XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 1C 4GA. | | | 0184 807-07211 3.000 EACH| 1734.61000 5203.83| 1910.00000 5730.00| 1845.33000 5535.99 LIGHT POLE, 42 FT. E.M.H., 20.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0185 715-05239 10.000 LFT | 175.00000 1750.00| 289.00000 2890.00| 332.94000 3329.40 PIPE, TYPE 1, DEFORMED, MIN AREA 7.4 SQ.| | | FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 330 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14730875.21 ROUTE : 41 CALL ORDER : 330 CONTRACT ID : R -27491-A COUNTIES : SULLIVAN LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0186 715-06471 2.000 EACH| 475.00000 950.00| 1005.00000 2010.00| 1525.23000 3050.46 PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | | 0187 715-97804 2.000 EACH| 525.00000 1050.00| 1447.00000 2894.00| 2300.06000 4600.12 PIPE END SECTION, MIN. AREA 7.4 SQ. FT. | | | 0188 715-08243 86.000 LFT | 80.00000 6880.00| 68.00000 5848.00| 61.97000 5329.42 PIPE, TYPE 3, DEFORMED, MIN. AREA 3.3 | | | SQ. FT. | | | 0189 802-07060 18.000 EACH| 247.97000 4463.46| 273.00000 4914.00| 263.80000 4748.40 SIGN, SHEET, RELOCATE | | | 0190 720-45070 13.000 EACH| 2500.00000 32500.00| 2100.00000 27300.00| 6525.83000 84835.79 INLET, P12A | | | 0191 720-45065 5.000 EACH| 3000.00000 15000.00| 3674.00000 18370.00| 3737.51000 18687.55 INLET, N12 | | | 0192 611-04153 1.000 EACH| 200.00000 200.00| 16700.00000 16700.00| 5319.38000 5319.38 TEMPORARY CROSSOVER, B, REFURBISH | | | SECTION TOTALS | $ 12,564,975.82| $ 13,721,290.25| $ 14,379,342.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,564,975.82| $ 13,721,290.25| $ 14,379,342.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,195,889.39 ROUTE : 3 CALL ORDER : 350 CONTRACT ID : R -27520-A COUNTIES : NOBLE LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5357003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 4,878,935.91 100.0000% 2 35-1139301 E & B PAVING, INC. $ 4,971,050.00 101.8879% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE AND SHOULDER REHABILITATION | | | 0001 105-06845 LUMP| 20000.00000 20000.00| 38000.00000 38000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1475.00000 8850.00| 2000.00000 12000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 243000.00000 243000.00| 248000.00000 248000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 5525.000 LFT | 1.30000 7182.50| 1.30000 7182.50| GUARDRAIL, REMOVE | | | 0005 202-90277 24.000 EACH| 200.00000 4800.00| 100.00000 2400.00| DETECTOR HOUSING, REMOVE | | | 0006 202-93741 17.000 EACH| 100.00000 1700.00| 100.00000 1700.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-90014 79.000 STA | 121.00000 9559.00| 600.00000 47400.00| LINEAR GRADING | | | 0008 301-07448 22475.000 TON | 13.00000 292175.00| 16.75000 376456.25| COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-01180 5620.000 TON | 14.25000 80085.00| 18.00000 101160.00| COMPACTED AGGREGATE, NO. 53 , FOR | | | SHOULDER | | | 0010 304-07491 925.000 TON | 62.00000 57350.00| 50.00000 46250.00| HMA PATCHING, TYPE C | | | 0011 304-07492 90.000 TON | 62.00000 5580.00| 79.00000 7110.00| WIDENING WITH HMA, TYPE A | | | 0012 306-08037 222680.000 SYS | 0.60000 133608.00| 0.10000 22268.00| MILLING, ASPHALT, 3 IN. | | | 0013 306-08038 63845.000 SYS | 0.01000 638.45| 2.50000 159612.50| MILLING, ASPHALT, 4 IN. | | | 0014 306-08039 115.000 SYS | 1.10000 126.50| 8.34000 959.10| MILLING, ASPHALT REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,195,889.39 ROUTE : 3 CALL ORDER : 350 CONTRACT ID : R -27520-A COUNTIES : NOBLE LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 306-08043 17290.000 SYS | 0.01000 172.90| 0.01000 172.90| MILLING, TRANSITION | | | 0016 401-06264 LUMP| 20000.00000 20000.00| 12000.00000 12000.00| PROFILOGRAPH, HMA | | | 0017 401-07320 5270.000 TON | 21.45000 113041.50| 27.00000 142290.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0018 401-07334 17290.000 TON | 40.85000 706296.50| 36.00000 622440.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm --SMA | | | 0019 401-07398 43040.000 TON | 27.80000 1196512.00| 25.00000 1076000.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0020 401-07406 16065.000 TON | 17.20000 276318.00| 23.00000 369495.00| QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0021 402-07451 108.000 TON | 36.00000 3888.00| 70.00000 7560.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0022 406-05520 136.000 TON | 1.00000 136.00| 1.00000 136.00| ASPHALT FOR TACK COAT | | | 0023 601-94689 7.000 EACH| 2150.00000 15050.00| 3011.35000 21079.45| GUARDRAIL END TREATMENT, OS | | | 0024 601-94690 10.000 EACH| 3550.00000 35500.00| 4196.02000 41960.20| GUARDRAIL END TREATMENT, MS | | | 0025 601-99105 4925.000 LFT | 12.50000 61562.50| 12.50000 61562.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 601-99108 600.000 LFT | 17.50000 10500.00| 25.00000 15000.00| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0027 606-07484 91940.000 LFT | 0.01000 919.40| 0.20000 18388.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0028 610-07486 1225.000 TON | 54.00000 66150.00| 50.00000 61250.00| HMA FOR APPROACHES, TYPE A | | | 0029 616-02320 6715.000 SYS | 1.20000 8058.00| 1.00000 6715.00| GEOTEXTILES | | | 0030 616-06405 585.000 TON | 22.75000 13308.75| 48.00000 28080.00| RIPRAP, REVETMENT | | | 0031 715-05048 22661.000 LFT | 3.00000 67983.00| 4.00000 90644.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0032 715-05053 22426.000 LFT | 1.00000 22426.00| 1.00000 22426.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0033 715-05115 5700.000 LFT | 44.50000 253650.00| 50.00000 285000.00| PIPE, TYPE 1, CIRCULAR, 6 IN. | | | 0034 715-07673 1.000 EACH| 2550.00000 2550.00| 6000.00000 6000.00| CONCRETE ANCHOR, 90 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,195,889.39 ROUTE : 3 CALL ORDER : 350 CONTRACT ID : R -27520-A COUNTIES : NOBLE LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 718-06526 1385.000 TON | 39.60000 54846.00| 44.00000 60940.00| HMA FOR UNDERDRAINS | | | 0036 718-06528 429.000 EACH| 425.00000 182325.00| 510.00000 218790.00| OUTLET PROTECTOR, 1 | | | 0037 718-06532 9850.000 LFT | 0.90000 8865.00| 0.90000 8865.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0038 718-52610 342.000 CYS | 55.00000 18810.00| 20.00000 6840.00| AGGREGATE FOR UNDERDRAINS | | | 0039 801-06203 11495.000 LFT | 0.01000 114.95| 0.10000 1149.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0040 801-06207 5750.000 LFT | 0.01000 57.50| 0.01000 57.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06640 38.000 EACH| 85.00000 3230.00| 79.00000 3002.00| CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP| 587000.00000 587000.00| 397600.00000 397600.00| MAINTAINING TRAFFIC | | | 0043 802-91122 6.000 EACH| 150.00000 900.00| 150.00000 900.00| SIGN, GROUND MOUNTED, RESET | | | 0044 804-06771 50.000 EACH| 28.00000 1400.00| 40.00000 2000.00| DELINEATOR POST, FLEXIBLE | | | 0045 805-06592 200.000 LFT | 12.00000 2400.00| 12.00000 2400.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0046 805-78470 7990.000 LFT | 0.20000 1598.00| 0.20000 1598.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0047 805-78510 400.000 LFT | 0.70000 280.00| 0.70000 280.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0048 805-78785 24.000 EACH| 475.00000 11400.00| 400.00000 9600.00| SIGNAL DETECTOR HOUSING | | | 0049 805-78795 2620.000 LFT | 7.00000 18340.00| 7.00000 18340.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0050 808-03632 60735.000 LFT | 0.38000 23079.30| 0.30000 18220.50| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0051 808-75051 12775.000 LFT | 1.85000 23633.75| 2.15000 27466.25| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0052 808-75059 14460.000 LFT | 1.85000 26751.00| 2.15000 31089.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0053 808-75067 735.000 LFT | 13.50000 9922.50| 14.50000 10657.50| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 350 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,195,889.39 ROUTE : 3 CALL ORDER : 350 CONTRACT ID : R -27520-A COUNTIES : NOBLE LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-75071 54.000 EACH| 213.00000 11502.00| 230.00000 12420.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0055 808-75073 54.000 EACH| 311.00000 16794.00| 330.00000 17820.00| PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0056 808-75996 1045.000 EACH| 2.45000 2560.25| 2.58000 2696.10| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 1045.000 EACH| 18.50000 19332.50| 17.95000 18757.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0058 605-94811 2.000 EACH| 685.00000 1370.00| 437.70000 875.40| CURB TURNOUT | | | 0059 605-97170 600.000 LFT | 7.10000 4260.00| 6.95000 4170.00| CURB, PRECAST CONCRETE | | | 0060 621-02770 14650.000 SYS | 3.12000 45708.00| 5.00000 73250.00| EROSION CONTROL BLANKET | | | 0061 621-06545 1.000 TON | 652.00000 652.00| 652.00000 652.00| FERTILIZER | | | 0062 621-06553 550.000 LBS | 3.43000 1886.50| 3.43000 1886.50| SEED MIXTURE, R | | | 0063 203-90014 12.000 STA | 245.00000 2940.00| 240.00000 2880.00| LINEAR GRADING , FOR DITCHES | | | 0064 621-06570 1221.000 CYS | 22.50000 27472.50| 30.00000 36630.00| TOP SOIL | | | 0065 801-06710 50.000 DAY | 50.00000 2500.00| 40.00000 2000.00| FLASHING ARROW SIGN | | | 0066 801-92448 300.000 DAY | 17.50000 5250.00| 1.00000 300.00| CONSTRUCTION SIGNS, MOBILE | | | 0067 808-03631 60732.000 LFT | 0.38000 23078.16| 0.30000 18219.60| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 4,878,935.91| $ 4,971,050.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,878,935.91| $ 4,971,050.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 356 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 208,020.03 ROUTE : CALL ORDER : 356 CONTRACT ID : R -27604-A COUNTIES : WELLS LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6744206 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 149,102.19 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 150,317.82 100.8152% 3 35-1374866 PRIMCO, INC. $ 164,306.62 110.1973% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1374866 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT AND PARKING LOT | | | 0001 105-06845 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 4948.00000 4948.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 7400.00000 7400.00| 3115.00000 3115.00| 8215.30000 8215.30 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 6500.00000 6500.00| 1600.00000 1600.00| 3286.12000 3286.12 CLEARING RIGHT OF WAY | | | 0004 202-02250 2.000 EACH| 450.00000 900.00| 90.00000 180.00| 100.00000 200.00 TREE, 10 IN., REMOVE | | | 0005 202-02255 3.000 EACH| 500.00000 1500.00| 250.00000 750.00| 300.00000 900.00 TREE, 18 IN., REMOVE | | | 0006 202-04089 1.000 EACH| 25.00000 25.00| 30.00000 30.00| 46.75000 46.75 SIGN, SHEET, REMOVE | | | 0007 202-96133 44.000 LFT | 14.35000 631.40| 10.00000 440.00| 9.00000 396.00 PIPE, REMOVE | | | 0008 203-02000 1445.000 CYS | 10.00000 14450.00| 15.00000 21675.00| 12.25000 17701.25 EXCAVATION, COMMON | | | 0009 203-02070 445.000 CYS | 1.00000 445.00| 20.00000 8900.00| 12.85000 5718.25 BORROW | | | 0010 205-06931 28.000 TON | 5.00000 140.00| 25.50000 714.00| 36.75000 1029.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06933 1.000 EACH| 50.00000 50.00| 165.00000 165.00| 50.00000 50.00 TEMPORARY DITCH INLET PROTECTION , | | | GRAVEL RING | | | 0012 205-06937 235.000 LFT | 1.00000 235.00| 2.00000 470.00| 2.00000 470.00 TEMPORARY SILT FENCE | | | 0013 211-07454 14.000 CYS | 14.33000 200.62| 25.00000 350.00| 53.00000 742.00 STRUCTURE BACKFILL | | | 0014 301-07448 1749.000 TON | 12.65000 22124.85| 14.00000 24486.00| 13.50000 23611.50 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 356 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 208,020.03 ROUTE : CALL ORDER : 356 CONTRACT ID : R -27604-A COUNTIES : WELLS LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1374866 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 304-07489 11.000 TON | 70.17000 771.87| 100.00000 1100.00| 75.00000 825.00 HMA PATCHING, TYPE A | | | 0016 402-07432 492.000 TON | 40.16000 19758.72| 40.00000 19680.00| 40.00000 19680.00 HMA SURFACE, TYPE A | | | 0017 402-07435 859.000 TON | 31.45000 27015.55| 35.00000 30065.00| 35.00000 30065.00 HMA INTERMEDIATE, TYPE A | | | 0018 405-05517 8.000 TON | 100.00000 800.00| 300.00000 2400.00| 300.00000 2400.00 ASPHALT FOR PRIME COAT | | | 0019 406-05520 2.000 TON | 100.00000 200.00| 180.00000 360.00| 180.00000 360.00 ASPHALT FOR TACK COAT | | | 0020 604-91531 14.000 SYS | 47.36000 663.04| 65.00000 910.00| 33.00000 462.00 SIDEWALK, CONCRETE, 4 IN. | | | 0021 605-06120 1219.000 LFT | 15.27000 18614.13| 11.50000 14018.50| 10.50000 12799.50 CURB, CONCRETE | | | 0022 615-06496 14.000 EACH| 60.00000 840.00| 55.00000 770.00| 51.75000 724.50 PARKING BARRIER | | | 0023 621-01004 1.000 EACH| 500.00000 500.00| 100.00000 100.00| 100.00000 100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 3464.000 SYS | 2.00000 6928.00| 0.54000 1870.56| 0.54000 1870.56 MULCHED SEEDING, R | | | 0025 702-44240 4.000 CYS | 431.72000 1726.88| 1200.00000 4800.00| 1750.00000 7000.00 CONCRETE, A, STRUCTURES | | | 0026 703-06028 192.000 LBS | 0.39000 74.88| 0.38000 72.96| 2.00000 384.00 REINFORCING BARS | | | 0027 715-05121 33.000 LFT | 29.84000 984.72| 40.00000 1320.00| 37.50000 1237.50 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0028 715-05217 22.000 LFT | 27.79000 611.38| 40.00000 880.00| 37.50000 825.00 PIPE, TYPE 5, CIRCULAR, 12 IN. | | | 0029 720-04682 1.000 EACH| 1340.85000 1340.85| 1500.00000 1500.00| 2000.00000 2000.00 INLET , E, MODIFIED | | | 0030 731-93946 155.000 SFT | 19.14000 2966.70| 12.00000 1860.00| 25.00000 3875.00 WALL ERECTION , ORNAMENTAL LIMESTONE | | | 0031 801-04308 1.000 EACH| 84.00000 84.00| 230.00000 230.00| 230.00000 230.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0032 801-06640 4.000 EACH| 84.00000 336.00| 130.00000 520.00| 130.00000 520.00 CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 4300.00000 4300.00| 500.00000 500.00| 9148.59000 9148.59 MAINTAINING TRAFFIC | | | 0034 801-07119 52.000 LFT | 30.00000 1560.00| 5.50000 286.00| 5.50000 286.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 356 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 208,020.03 ROUTE : CALL ORDER : 356 CONTRACT ID : R -27604-A COUNTIES : WELLS LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1374866 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 802-76025 34.000 SFT | 19.00000 646.00| 7.50000 255.00| 7.50000 255.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0036 802-96248 88.000 LFT | 6.00000 528.00| 11.90000 1047.20| 11.90000 1047.20 POST, WOOD, 4 IN. X 4 IN. | | | 0037 808-04767 240.000 LFT | 0.20000 48.00| 0.80000 192.00| 0.80000 192.00 LINE , PAINT, SOLID, BLUE, 4 IN. | | | 0038 808-06713 1008.000 LFT | 0.20000 201.60| 0.70000 705.60| 0.70000 705.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 149,102.19| $ 150,317.82| $ 164,306.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 149,102.19| $ 150,317.82| $ 164,306.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 47,203.92 ROUTE : 150 CALL ORDER : 360 CONTRACT ID : R -27624-A COUNTIES : WASHINGTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0303OAB SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1595689 ONYX PAVING COMPANY, INC. $ 13,500.00 100.0000% 2 35-1874009 HAUER EXCAVATING $ 19,969.00 147.9185% 3 30-8027898 BRYAN'S HAULING & EXCAVATING $ 23,158.00 171.5407% 4 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 28,775.00 213.1481% ==================================================================================================================================== |(1) 35-1595689 |(2) 35-1874009 |(3) 30-8027898 |ONYX PAVING COMPANY, INC. |HAUER EXCAVATING |BRYAN'S HAULING & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP| 1750.00000 1750.00| 500.00000 500.00| 200.00000 200.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 3750.00000 3750.00| 6400.00000 6400.00| 8210.00000 8210.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0003 202-03000 LUMP| 3250.00000 3250.00| 6400.00000 6400.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0004 202-03000 LUMP| 3250.00000 3250.00| 6400.00000 6400.00| 8210.00000 8210.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0005 621-06559 538.000 SYS | 2.78811 1500.00| 0.50000 269.00| 1.00000 538.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 13,500.00| $ 19,969.00| $ 23,158.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,500.00| $ 19,969.00| $ 23,158.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 47,203.92 ROUTE : 150 CALL ORDER : 360 CONTRACT ID : R -27624-A COUNTIES : WASHINGTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1004746 | | |TEMPLE & TEMPLE EXCAVATING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP| 1485.00000 1485.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 11565.00000 11565.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0003 202-03000 LUMP| 6970.80000 6970.80| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0004 202-03000 LUMP| 6925.00000 6925.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0005 621-06559 538.000 SYS | 3.40000 1829.20| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 28,775.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 28,775.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,465,286.98 ROUTE : 36 CALL ORDER : 370 CONTRACT ID : R -27626-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/03/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 043700I SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 644,359.00 100.0000% 2 35-1698047 GRADEX, INC. $ 669,900.00 103.9637% ==================================================================================================================================== |(1) 35-2031359 |(2) 35-1698047 | |HERITAGE INDUSTRIAL SERVICES|GRADEX, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 105 | | | 0002 202-03000 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 23 | | | 0003 202-03000 LUMP| 23543.00000 23543.00| 30000.00000 30000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0004 202-03000 LUMP| 18678.00000 18678.00| 20000.00000 20000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 30 | | | 0005 202-03000 LUMP| 17893.00000 17893.00| 25000.00000 25000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 35 | | | 0006 202-03000 LUMP| 26930.00000 26930.00| 30000.00000 30000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 42 | | | 0007 202-03000 LUMP| 17680.00000 17680.00| 20000.00000 20000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0008 202-03000 LUMP| 27027.00000 27027.00| 25000.00000 25000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 65 | | | 0009 202-03000 LUMP| 29991.00000 29991.00| 40000.00000 40000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0010 202-05544 1500.000 GAL | 4.40000 6600.00| 0.60000 900.00| REGULATED MATERIALS, DISPOSE, C , SLUDGE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,465,286.98 ROUTE : 36 CALL ORDER : 370 CONTRACT ID : R -27626-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2031359 |(2) 35-1698047 | |HERITAGE INDUSTRIAL SERVICES|GRADEX, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-05545 9300.000 CYS | 28.00000 260400.00| 31.00000 288300.00| REGULATED MATERIALS, DISPOSE, C | | | 0012 202-05549 1500.000 GAL | 1.80000 2700.00| 5.00000 7500.00| REGULATED MATERIALS, REMOVE, C , SLUDGE | | | 0013 202-05550 9300.000 CYS | 7.72000 71796.00| 6.20000 57660.00| REGULATED MATERIALS, REMOVE, C | | | 0014 202-05554 1500.000 GAL | 0.55000 825.00| 0.80000 1200.00| REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE | | | 0015 202-05555 9300.000 CYS | 8.16000 75888.00| 7.80000 72540.00| REGULATED MATERIALS, TRANSPORT, C | | | 0016 202-05571 20.000 EACH| 50.00000 1000.00| 225.00000 4500.00| TESTING FOR WASTES (WATER), BTEX-MTBE | | | 0017 202-05571 50.000 EACH| 245.50000 12275.00| 270.00000 13500.00| TESTING FOR WASTES , TPH(48 HOUR | | | RESULTS) | | | 0018 202-05825 3.000 EACH| 10311.00000 30933.00| 6000.00000 18000.00| UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, OVER 6000 THROUGH 10000 | | | GALLONS CAPACITY | | | 0019 202-08192 30000.000 GAL | 0.34000 10200.00| 0.26000 7800.00| UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, C | | | SECTION TOTALS | $ 644,359.00| $ 669,900.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 644,359.00| $ 669,900.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,136,251.16 ROUTE : 465 CALL ORDER : 380 CONTRACT ID : RS-26969-C COUNTIES : BOONE HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 46540KB SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,147,800.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,446,616.65 126.0338% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |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 105-06845 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2500.00000 7500.00| 3200.00000 9600.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 59559.00000 59559.00| 72000.00000 72000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 301-07448 26.000 TON | 100.00000 2600.00| 115.00000 2990.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 304-07783 2306.000 TON | 145.00000 334370.00| 155.00000 357430.00| HMA PATCHING, TYPE D | | | 0006 306-08033 43122.000 SYS | 5.00000 215610.00| 5.55000 239327.10| MILLING, ASPHALT, 1 IN. | | | 0007 306-08037 388.000 SYS | 7.00000 2716.00| 8.50000 3298.00| MILLING, ASPHALT, 3 IN. | | | 0008 402-07784 3030.000 TON | 100.00000 303000.00| 122.00000 369660.00| HMA SURFACE, TYPE D | | | 0009 406-05520 15.000 TON | 200.00000 3000.00| 220.00000 3300.00| ASPHALT FOR TACK COAT | | | 0010 503-03489 42.000 EACH| 20.00000 840.00| 25.00000 1050.00| RETROFITTED TIE BARS | | | 0011 503-05240 24.000 LFT | 20.00000 480.00| 27.00000 648.00| D-1 CONTRACTION JOINT | | | 0012 506-06333 185.000 SYS | 350.00000 64750.00| 370.00000 68450.00| PCCP PATCHING, FULL DEPTH | | | 0013 801-06204 5100.000 LFT | 2.00000 10200.00| 1.00000 5100.00| TEMPORARY PAVEMENT MARKING, 5 IN. | | | 0014 801-06640 155.000 EACH| 85.00000 13175.00| 70.00000 10850.00| CONSTRUCTION SIGN, A | | | 0015 801-06710 500.000 DAY | 12.00000 6000.00| 14.00000 7000.00| FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,136,251.16 ROUTE : 465 CALL ORDER : 380 CONTRACT ID : RS-26969-C COUNTIES : BOONE HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06775 LUMP| 80000.00000 80000.00| 249913.55000 249913.55| MAINTAINING TRAFFIC | | | 0017 808-75996 600.000 EACH| 10.00000 6000.00| 17.00000 10200.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 600.000 EACH| 30.00000 18000.00| 43.00000 25800.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,147,800.00| $ 1,446,616.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,147,800.00| $ 1,446,616.65| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,979.77 ROUTE : 40 CALL ORDER : 390 CONTRACT ID : RS-27319-A COUNTIES : PUTNAM LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/10/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 386700G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,725,436.59 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,239,032.86 118.8445% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|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 105-06845 LUMP| 2399.04000 2399.04| 9800.00000 9800.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1319.00000 13190.00| 2400.00000 24000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 53121.00000 53121.00| 63150.00000 63150.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 75.000 LFT | 1.94000 145.50| 2.00000 150.00| GUARDRAIL, REMOVE | | | 0005 202-93741 30.000 EACH| 225.90000 6777.00| 123.00000 3690.00| GUARD RAIL END TREATMENT, REMOVE | | | 0006 202-96133 120.000 LFT | 12.14000 1456.80| 22.50000 2700.00| PIPE, REMOVE | | | 0007 203-02000 56.300 CYS | 20.95000 1179.49| 73.00000 4109.90| EXCAVATION, COMMON | | | 0008 203-90014 273.310 STA | 126.92000 34688.51| 532.00000 145400.92| LINEAR GRADING | | | 0009 205-02236 19.000 EACH| 89.25000 1695.75| 90.00000 1710.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-03371 10.000 CYS | 130.35000 1303.50| 94.00000 940.00| SEDIMENT, REMOVE | | | 0011 205-06937 200.000 LFT | 2.15000 430.00| 2.10000 420.00| TEMPORARY SILT FENCE | | | 0012 303-01180 9644.000 TON | 10.41000 100394.04| 12.50000 120550.00| COMPACTED AGGREGATE, NO. 53 | | | 0013 303-07449 3469.000 TON | 12.14000 42113.66| 18.55000 64349.95| COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07490 250.000 TON | 100.40000 25100.00| 100.00000 25000.00| HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,979.77 ROUTE : 40 CALL ORDER : 390 CONTRACT ID : RS-27319-A COUNTIES : PUTNAM LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 304-07493 4000.000 TON | 39.16000 156640.00| 73.25000 293000.00| WIDENING WITH HMA, TYPE B | | | 0016 306-08032 266.650 SYS | 9.76000 2602.50| 6.30000 1679.90| MILLING, TRANSITION | | | 0017 306-08033 190105.800 SYS | 0.51000 96953.96| 0.20000 38021.16| MILLING, ASPHALT, 1 IN. | | | 0018 306-08034 63458.990 SYS | 0.64000 40613.75| 0.26000 16499.34| MILLING, ASPHALT, 1 1/2 IN. | | | 0019 306-08039 150.000 SYS | 5.74000 861.00| 29.00000 4350.00| MILLING, ASPHALT REMOVAL | | | 0020 401-06264 LUMP| 3812.16000 3812.16| 8000.00000 8000.00| PROFILOGRAPH, HMA | | | 0021 401-07321 22938.000 TON | 32.76000 751448.88| 39.00000 894582.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07371 28933.000 TON | 29.20000 844843.60| 33.55000 970702.15| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0023 402-07433 1490.000 TON | 34.04000 50719.60| 36.16000 53878.40| HMA SURFACE, TYPE B | | | 0024 405-05517 41.000 TON | 321.30000 13173.30| 316.00000 12956.00| ASPHALT FOR PRIME COAT | | | 0025 406-05520 138.000 TON | 218.30000 30125.40| 172.00000 23736.00| ASPHALT FOR TACK COAT | | | 0027 601-05999 13.000 EACH| 44.10000 573.30| 45.00000 585.00| CURVED TERMINAL END | | | 0028 601-94689 24.000 EACH| 2010.75000 48258.00| 2000.00000 48000.00| GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 2050.000 LFT | 12.70000 26035.00| 12.90000 26445.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 608-04395 10.000 TON | 205.37000 2053.70| 194.50000 1945.00| AGGREGATE FOR SHOULDER DRAINS | | | 0031 610-07487 1295.000 TON | 81.29000 105270.55| 83.50000 108132.50| HMA FOR APPROACHES, TYPE B | | | 0032 615-06505 20.000 EACH| 645.75000 12915.00| 1100.00000 22000.00| MONUMENT, B | | | 0033 615-06527 4.000 EACH| 903.00000 3612.00| 1100.00000 4400.00| MONUMENT, SECTION CORNER | | | 0034 621-01004 1.000 EACH| 525.00000 525.00| 535.00000 535.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 23150.000 SYS | 0.36000 8334.00| 0.35000 8102.50| MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 390 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,979.77 ROUTE : 40 CALL ORDER : 390 CONTRACT ID : RS-27319-A COUNTIES : PUTNAM LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06574 23150.000 SYS | 2.63000 60884.50| 2.65000 61347.50| SODDING | | | 0037 715-05116 240.000 LFT | 18.35000 4404.00| 22.00000 5280.00| PIPE, TYPE 1, CIRCULAR, 8 IN. | | | 0038 801-01093 2.000 EACH| 892.50000 1785.00| 1660.00000 3320.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0039 801-03290 4.000 EACH| 136.50000 546.00| 160.00000 640.00| CONSTRUCTION SIGN, C | | | 0040 801-06203 17486.000 LFT | 0.34000 5945.24| 0.15000 2622.90| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0041 801-06207 9006.000 LFT | 1.42000 12788.52| 0.80000 7204.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06640 33.000 EACH| 100.80000 3326.40| 130.00000 4290.00| CONSTRUCTION SIGN, A | | | 0043 801-06710 150.000 DAY | 13.65000 2047.50| 14.00000 2100.00| FLASHING ARROW SIGN | | | 0044 801-06775 LUMP| 69031.26000 69031.26| 67000.00000 67000.00| MAINTAINING TRAFFIC | | | 0045 808-06701 22258.000 LFT | 0.24000 5341.92| 0.24000 5341.92| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0046 808-06703 85928.000 LFT | 0.24000 20622.72| 0.24000 20622.72| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0047 808-75245 88400.000 LFT | 0.24000 21216.00| 0.24000 21216.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0048 808-75996 1097.000 EACH| 4.46000 4892.62| 4.30000 4717.10| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 203-02070 20.000 CYS | 39.60000 792.00| 66.00000 1320.00| BORROW | | | 0050 211-07454 5.000 CYS | 255.78000 1278.90| 130.00000 650.00| STRUCTURE BACKFILL | | | 0051 601-01701 1.000 EACH| 1548.75000 1548.75| 1580.00000 1580.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0052 601-01839 3.000 EACH| 1627.50000 4882.50| 1660.00000 4980.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 390 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,979.77 ROUTE : 40 CALL ORDER : 390 CONTRACT ID : RS-27319-A COUNTIES : PUTNAM LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 601-01846 3.000 EACH| 1501.50000 4504.50| 1530.00000 4590.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0054 601-92948 8312.000 LFT | 1.52000 12634.24| 1.60000 13299.20| GUARDRAIL, ADJUST HEIGHT | | | 0055 715-05169 45.000 LFT | 41.49000 1867.05| 41.00000 1845.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0056 715-05171 10.000 LFT | 88.24000 882.40| 71.00000 710.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0057 715-46005 2.000 EACH| 284.86000 569.72| 270.00000 540.00| PIPE END SECTION, 15 IN. | | | 0058 715-46010 1.000 EACH| 279.86000 279.86| 295.00000 295.00| PIPE END SECTION, 18 IN. | | | SECTION TOTALS | $ 2,725,436.59| $ 3,239,032.86| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,725,436.59| $ 3,239,032.86| ====================================================================================================================================