INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 631 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 75 CALL ORDER : 631 CONTRACT ID : M -27783-D COUNTIES : CARROLL CLINTON LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1370389 SWANK ASSOCIATED CO $ 215,302.00 0.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 641 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 383,744.00 ROUTE : VARIOUS CALL ORDER : 641 CONTRACT ID : M -27809-C COUNTIES : VARIOUS LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/17/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2947439 PIPE LINERS, LTD. $ 321,095.10 100.0000% 2 35-1801998 CLR, INC. $ 402,955.12 125.4940% 3 35-1116625 REYNOLDS, INC. $ 465,817.00 145.0714% ==================================================================================================================================== |( 1 ) 36-2947439 |( 2 ) 35-1801998 |( 3 ) 35-1116625 |PIPE LINERS, LTD. |CLR, INC. |REYNOLDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP | 83000.00000 83000.00| 20300.00000 20300.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 725-08289 250.000 LFT | 82.10000 20525.00| 134.00000 33500.00| 190.00000 47500.00 PIPE LINER, CURED-IN-PLACE, 18 IN. | | | 0005 725-08291 550.000 LFT | 115.97000 63783.50| 150.00000 82500.00| 215.00000 118250.00 PIPE LINER, CURED-IN-PLACE, 24 IN. | | | 0006 725-08292 225.000 LFT | 118.55000 26673.75| 175.00000 39375.00| 220.00000 49500.00 PIPE LINER, CURED-IN-PLACE, 30 IN. | | | 0007 725-08293 325.000 LFT | 127.91000 41570.75| 235.00000 76375.00| 225.00000 73125.00 PIPE LINER, CURED-IN-PLACE, 36 IN. | | | 0008 725-08294 220.000 LFT | 142.03000 31246.60| 218.00000 47960.00| 250.00000 55000.00 PIPE LINER, CURED-IN-PLACE, 42 IN. | | | 0009 725-08296 200.000 LFT | 179.36000 35872.00| 245.00000 49000.00| 265.00000 53000.00 PIPE LINER, CURED-IN-PLACE, 48 IN. | | | 0010 725-08297 50.000 LFT | 245.74000 12287.00| 467.00000 23350.00| 425.00000 21250.00 PIPE LINER, CURED-IN-PLACE, 52 IN. | | | 0011 725-08298 50.000 LFT | 83.89000 4194.50| 110.00000 5500.00| 175.00000 8750.00 PIPE LINER, CURED-IN-PLACE, 15 IN. | | | 0012 801-06775 LUMP | 500.00000 500.00| 20200.00000 20200.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0013 801-92448 288.000 DAY | 5.00000 1440.00| 16.99000 4893.12| 5.00000 1440.00 CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 321,095.10| $ 402,955.12| $ 465,817.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 321,095.10| $ 402,955.12| $ 465,817.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 651 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,414.73 ROUTE : US 41 CALL ORDER : 651 CONTRACT ID : M -27852-A COUNTIES : VANDERBURGH LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 535,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 548,146.80 102.4573% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 553,700.00 103.4953% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0626844 |( 3 ) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 5.000 MOS | 2500.00000 12500.00| 1250.00000 6250.00| 1125.00000 5625.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 26750.00000 26750.00| 27400.00000 27400.00| 27650.00000 27650.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 304-07490 200.000 TON | 100.00000 20000.00| 105.00000 21000.00| 105.00000 21000.00 HMA PATCHING, TYPE B | | | 0006 306-08034 108151.000 SYS | 0.45000 48667.95| 0.20000 21630.20| 0.14000 15141.14 MILLING, ASPHALT, 1 1/2 IN. | | | 0007 306-08043 960.000 SYS | 6.00000 5760.00| 0.20000 192.00| 1.15000 1104.00 MILLING, TRANSITION | | | 0008 401-07335 9000.000 TON | 40.00000 360000.00| 45.00000 405000.00| 47.00000 423000.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0009 406-05520 28.000 TON | 205.00000 5740.00| 192.00000 5376.00| 172.00000 4816.00 ASPHALT FOR TACK COAT | | | 0010 720-44000 3.000 EACH | 750.00000 2250.00| 295.00000 885.00| 235.00000 705.00 CASTING, ADJUST TO GRADE | | | 0011 801-06203 7500.000 LFT | 0.01000 75.00| 0.50000 3750.00| 0.34000 2550.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0012 801-06207 7500.000 LFT | 1.00000 7500.00| 1.55000 11625.00| 1.10000 8250.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 651 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,414.73 ROUTE : US 41 CALL ORDER : 651 CONTRACT ID : M -27852-A COUNTIES : VANDERBURGH LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0626844 |( 3 ) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 801-06640 21.000 EACH | 80.00000 1680.00| 79.00000 1659.00| 79.00000 1659.00 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP | 12024.95000 12024.95| 12000.00000 12000.00| 10411.76000 10411.76 MAINTAINING TRAFFIC | | | 0015 805-02503 3600.000 LFT | 0.40000 1440.00| 0.36000 1296.00| 0.36000 1296.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78795 1200.000 LFT | 8.00000 9600.00| 7.90000 9480.00| 7.90000 9480.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0017 808-06713 40200.000 LFT | 0.08000 3216.00| 0.08000 3216.00| 0.08000 3216.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 30200.000 LFT | 0.08000 2416.00| 0.08000 2416.00| 0.08000 2416.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-75001 30200.000 LFT | 0.10000 3020.00| 0.10000 3020.00| 0.10000 3020.00 LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0020 808-75297 423.000 LFT | 3.70000 1565.10| 3.80000 1607.40| 3.70000 1565.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75320 43.000 EACH | 50.00000 2150.00| 50.00000 2150.00| 50.00000 2150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75325 19.000 EACH | 72.00000 1368.00| 72.00000 1368.00| 72.00000 1368.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0023 808-75340 13.000 EACH | 250.00000 3250.00| 250.00000 3250.00| 250.00000 3250.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0024 808-75996 161.000 EACH | 5.00000 805.00| 2.20000 354.20| 5.00000 805.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 161.000 EACH | 20.00000 3220.00| 20.00000 3220.00| 20.00000 3220.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 535,000.00| $ 548,146.80| $ 553,700.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 535,000.00| $ 548,146.80| $ 553,700.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 661 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,274.25 ROUTE : SR 56 CALL ORDER : 661 CONTRACT ID : M -27859-A COUNTIES : ORANGE LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 37 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1056038 CALCAR QUARRIES, INC. $ 220,308.34 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 234,437.09 106.4132% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 236,400.00 107.3042% ==================================================================================================================================== |( 1 ) 35-1056038 |( 2 ) 35-0626844 |( 3 ) 35-2040801 |CALCAR QUARRIES, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-07038 5.000 MOS | 1200.00000 6000.00| 1250.00000 6250.00| 1225.00000 6125.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 22150.00000 22150.00| 11500.00000 11500.00| 11750.00000 11750.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02278 151.000 LFT | 15.00000 2265.00| 23.00000 3473.00| 12.70000 1917.70 CURB, CONCRETE, REMOVE | | | 0006 202-91385 1.000 EACH | 500.00000 500.00| 805.00000 805.00| 300.00000 300.00 INLET, REMOVE | | | 0007 202-95977 347.000 SYS | 13.00000 4511.00| 26.50000 9195.50| 10.00000 3470.00 CURB WALK, INTEGRAL, REMOVE | | | 0008 211-07454 2.000 CYS | 105.00000 210.00| 48.00000 96.00| 27.50000 55.00 STRUCTURE BACKFILL | | | 0009 303-07449 20.000 TON | 30.00000 600.00| 48.00000 960.00| 62.00000 1240.00 COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07491 150.000 TON | 88.00000 13200.00| 150.00000 22500.00| 115.00000 17250.00 HMA PATCHING, TYPE C | | | 0011 306-08034 21820.000 SYS | 0.65000 14183.00| 0.55000 12001.00| 0.72000 15710.40 MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08043 445.000 SYS | 0.65000 289.25| 0.55000 244.75| 2.90000 1290.50 MILLING, TRANSITION | | | 0013 401-07328 1800.000 TON | 39.20000 70560.00| 50.00000 90000.00| 49.00000 88200.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 661 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,274.25 ROUTE : SR 56 CALL ORDER : 661 CONTRACT ID : M -27859-A COUNTIES : ORANGE LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1056038 |( 2 ) 35-0626844 |( 3 ) 35-2040801 |CALCAR QUARRIES, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 406-05520 6.000 TON | 180.00000 1080.00| 192.00000 1152.00| 175.00000 1050.00 ASPHALT FOR TACK COAT | | | 0015 604-07894 70.000 SYS | 121.25000 8487.50| 90.00000 6300.00| 165.00000 11550.00 CURB RAMP, CONCRETE, A | | | 0016 604-07896 11.000 SYS | 291.25000 3203.75| 99.00000 1089.00| 165.00000 1815.00 CURB RAMP, CONCRETE, B | | | 0017 604-07902 140.000 SYS | 106.25000 14875.00| 130.00000 18200.00| 165.00000 23100.00 CURB RAMP, CONCRETE, H | | | 0018 605-92578 168.000 SYS | 90.00000 15120.00| 58.00000 9744.00| 52.00000 8736.00 CURB WALK, CONCRETE | | | 0019 621-01004 1.000 EACH | 515.00000 515.00| 515.00000 515.00| 515.00000 515.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06567 4.000 MG | 1.00000 4.00| 1.00000 4.00| 1.00000 4.00 WATER | | | 0021 621-06575 100.000 SYS | 15.00000 1500.00| 15.00000 1500.00| 13.55000 1355.00 SODDING, NURSERY | | | 0022 715-05119 6.000 LFT | 125.00000 750.00| 180.00000 1080.00| 152.40000 914.40 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0023 720-45030 1.000 EACH | 1450.00000 1450.00| 2500.00000 2500.00| 1685.00000 1685.00 INLET, E7 | | | 0024 720-45045 1.000 EACH | 1950.00000 1950.00| 3000.00000 3000.00| 1335.00000 1335.00 INLET, J10 | | | 0025 801-06203 1320.000 LFT | 0.60000 792.00| 1.00000 1320.00| 0.35000 462.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0026 801-06207 1320.000 LFT | 1.20000 1584.00| 2.00000 2640.00| 1.00000 1320.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0027 801-06640 26.000 EACH | 70.00000 1820.00| 98.00000 2548.00| 98.00000 2548.00 CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP | 23380.00000 23380.00| 16750.00000 16750.00| 23456.16000 23456.16 MAINTAINING TRAFFIC | | | 0029 808-06703 687.000 LFT | 0.35000 240.45| 0.35000 240.45| 0.35000 240.45 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0030 808-06713 2640.000 LFT | 0.16000 422.40| 0.16000 422.40| 0.16000 422.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0031 808-06714 6442.000 LFT | 0.16000 1030.72| 0.16000 1030.72| 0.16000 1030.72 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0032 808-75240 2324.000 LFT | 0.33000 766.92| 0.33000 766.92| 0.33000 766.92 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 661 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,274.25 ROUTE : SR 56 CALL ORDER : 661 CONTRACT ID : M -27859-A COUNTIES : ORANGE LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1056038 |( 2 ) 35-0626844 |( 3 ) 35-2040801 |CALCAR QUARRIES, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 808-75245 4120.000 LFT | 0.33000 1359.60| 0.33000 1359.60| 0.33000 1359.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0034 808-75274 75.000 LFT | 1.33000 99.75| 1.35000 101.25| 1.33000 99.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0035 808-75297 80.000 LFT | 4.00000 320.00| 4.00000 320.00| 4.00000 320.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0036 808-75300 300.000 LFT | 1.00000 300.00| 1.00000 300.00| 1.00000 300.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0037 808-75320 8.000 EACH | 52.00000 416.00| 53.00000 424.00| 52.00000 416.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0038 808-75325 6.000 EACH | 75.00000 450.00| 76.50000 459.00| 75.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0039 808-75330 1.000 EACH | 150.00000 150.00| 153.00000 153.00| 150.00000 150.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | WORD (PEDX) | | | 0040 808-75340 2.000 EACH | 350.00000 700.00| 355.00000 710.00| 350.00000 700.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0041 808-75996 83.000 EACH | 5.00000 415.00| 3.50000 290.50| 6.00000 498.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 83.000 EACH | 32.00000 2656.00| 30.00000 2490.00| 30.00000 2490.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 220,308.34| $ 234,437.09| $ 236,400.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 220,308.34| $ 234,437.09| $ 236,400.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 671 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 403,674.29 ROUTE : CALL ORDER : 671 CONTRACT ID : M -27861-A COUNTIES : HARRISON LETTING DATE : 12/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0958970 LUTGRING BROTHERS, INC. $ 387,770.99 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 416,000.00 107.2798% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 560,333.00 144.5010% ==================================================================================================================================== |( 1 ) 35-0958970 |( 2 ) 35-2040801 |( 3 ) 35-1618530 |LUTGRING BROTHERS, INC. |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVIC 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 | 7400.00000 7400.00| 6000.00000 6000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1800.00000 10800.00| 1100.00000 6600.00| 1400.00000 8400.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 19000.00000 19000.00| 19500.00000 19500.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-01015 LUMP | 15000.00000 15000.00| 11000.00000 11000.00| 77500.00000 77500.00 CLEARING AND GRUBBING | | | 0007 202-01000 LUMP | 2750.00000 2750.00| 1700.00000 1700.00| 3500.00000 3500.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0008 202-96133 25.000 LFT | 22.00000 550.00| 20.00000 500.00| 20.00000 500.00 PIPE, REMOVE | | | 0009 203-02010 10.000 CYS | 330.00000 3300.00| 300.00000 3000.00| 165.00000 1650.00 EXCAVATION, ROCK | | | 0010 203-02080 8.000 MILE | 6600.00000 52800.00| 12000.00000 96000.00| 12740.00000 101920.00 LINEAR GRADING | | | 0011 303-01180 10847.000 TON | 13.50000 146434.50| 14.00000 151858.00| 16.00000 173552.00 COMPACTED AGGREGATE, NO. 53 | | | 0012 402-07452 60.000 TON | 82.50000 4950.00| 45.00000 2700.00| 100.00000 6000.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0013 616-02320 14087.000 SYS | 1.80000 25356.60| 1.30000 18313.10| 2.00000 28174.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 671 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 403,674.29 ROUTE : CALL ORDER : 671 CONTRACT ID : M -27861-A COUNTIES : HARRISON LETTING DATE : 12/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0958970 |( 2 ) 35-2040801 |( 3 ) 35-1618530 |LUTGRING BROTHERS, INC. |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 616-02842 3099.000 TON | 18.11000 56122.89| 17.50000 54232.50| 25.00000 77475.00 RIPRAP, DITCH | | | 0015 616-07656 50.000 TON | 47.00000 2350.00| 27.35000 1367.50| 26.00000 1300.00 RIPRAP | | | 0016 702-93722 15.000 CYS | 400.00000 6000.00| 185.00000 2775.00| 300.00000 4500.00 CONCRETE, C | | | 0017 711-03814 2.000 SFT | 750.00000 1500.00| 310.00000 620.00| 200.00000 400.00 GRATES | | | 0018 715-01662 800.000 LFT | 15.00000 12000.00| 26.10000 20880.00| 29.50000 23600.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0019 715-05119 50.000 LFT | 47.00000 2350.00| 40.75000 2037.50| 25.00000 1250.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0020 715-05123 50.000 LFT | 52.50000 2625.00| 46.00000 2300.00| 35.00000 1750.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0021 715-05247 50.000 LFT | 120.00000 6000.00| 120.00000 6000.00| 100.00000 5000.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 15.6 | | | SQ. FT. | | | 0022 715-07303 4.000 EACH | 1500.00000 6000.00| 1300.00000 5200.00| 800.00000 3200.00 CONCRETE ANCHOR, MIN. AREA 16.7 SQ.FT. | | | 0023 801-06640 4.000 EACH | 245.00000 980.00| 150.00000 600.00| 165.00000 660.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP | 3500.00000 3500.00| 2814.40000 2814.40| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 387,770.99| $ 416,000.00| $ 560,333.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 387,770.99| $ 416,000.00| $ 560,333.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 681 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 39,980.00 ROUTE : US 24 CALL ORDER : 681 CONTRACT ID : M -27875-A COUNTIES : WABASH HUNTINGTON LETTING DATE : 12/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/07/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 32-0064635 THOMPSON INTERSTATE MOWING INC. $ 17,000.00 100.0000% 2 35-2154772 COMPTON'S MOWING SERVICE INC. $ 17,200.00 101.1765% 3 35-1636776 LINKEL COMPANY $ 32,800.00 192.9412% ==================================================================================================================================== |( 1 ) 32-0064635 |( 2 ) 35-2154772 |( 3 ) 35-1636776 |THOMPSON INTERSTATE MOWING I |COMPTON'S MOWING SERVICE INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL | 5000.00000 5000.00| 5000.00000 5000.00| 8000.00000 8000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL | 5000.00000 5000.00| 5000.00000 5000.00| 8000.00000 8000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL | 7000.00000 7000.00| 7200.00000 7200.00| 16800.00000 16800.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 17,000.00| $ 17,200.00| $ 32,800.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 17,000.00| $ 17,200.00| $ 32,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 691 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 114,547.34 ROUTE : SR 57 CALL ORDER : 691 CONTRACT ID : M -27911-A COUNTIES : GIBSON WARRICK LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 92,000.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 98,800.00 107.3913% 3 35-0626844 RUDOLPH, J.H. & CO $ 106,298.80 115.5422% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( 3 ) 35-0626844 |GOHMANN ASPHALT & CONSTR., I |E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-07038 3.000 MOS | 1125.00000 3375.00| 1000.00000 3000.00| 1250.00000 3750.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 4500.00000 4500.00| 4900.00000 4900.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 402-07451 1400.000 TON | 40.10000 56140.00| 45.00000 63000.00| 49.50000 69300.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0006 406-05520 4.400 TON | 172.00000 756.80| 205.00000 902.00| 192.00000 844.80 ASPHALT FOR TACK COAT | | | 0007 801-06207 505.000 LFT | 1.10000 555.50| 2.00000 1010.00| 5.00000 2525.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 24.000 EACH | 75.00000 1800.00| 75.00000 1800.00| 75.00000 1800.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP | 1009.70000 1009.70| 2057.00000 2057.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | 0010 808-06712 3600.000 LFT | 0.15000 540.00| 0.15000 540.00| 0.15000 540.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0011 808-06713 10100.000 LFT | 0.15000 1515.00| 0.15000 1515.00| 0.15000 1515.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0012 808-06714 5100.000 LFT | 0.15000 765.00| 0.15000 765.00| 0.15000 765.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 691 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 114,547.34 ROUTE : SR 57 CALL ORDER : 691 CONTRACT ID : M -27911-A COUNTIES : GIBSON WARRICK LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( 3 ) 35-0626844 |GOHMANN ASPHALT & CONSTR., I |E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 808-75996 173.000 EACH | 4.00000 692.00| 7.00000 1211.00| 4.00000 692.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0014 808-75998 173.000 EACH | 25.00000 4325.00| 26.00000 4498.00| 25.00000 4325.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0015 304-07490 100.000 TON | 94.00000 9400.00| 100.00000 10000.00| 115.00000 11500.00 HMA PATCHING, TYPE B | | | 0016 306-08043 240.000 SYS | 27.60000 6624.00| 15.00000 3600.00| 13.50000 3240.00 MILLING, TRANSITION | | | SECTION TOTALS | $ 92,000.00| $ 98,800.00| $ 106,298.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 92,000.00| $ 98,800.00| $ 106,298.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 701 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,991.00 ROUTE : 167 CALL ORDER : 701 CONTRACT ID : M -27913-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 273,398.90 100.0000% 2 35-1416264 LIMESTONE PRODUCTS, INC. $ 289,020.83 105.7140% 3 35-1139301 E & B PAVING, INC. $ 290,632.70 106.3035% 4 35-2064912 B & P CONSTRUCTION $ 303,076.00 110.8549% 5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 303,621.40 111.0544% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 304,216.80 111.2721% 7 35-0999231 HUNT PAVING COMPANY, INC. $ 304,327.20 111.3125% 8 35-1609544 SCHUTT-LOOKABILL CO $ 316,747.45 115.8554% 9 35-1438272 DAVES EXCAVATING, INC. $ 346,622.50 126.7827% 10 35-1618530 AMERICAN CONTRACTING & SERVICES $ 375,472.00 137.3349% 11 35-1817574 YARDBERRY LANDSCAPE $ 421,760.00 154.2654% ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1416264 |( 3 ) 35-1139301 |BAKER & SCHULTZ, INC. |LIMESTONE PRODUCTS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 3200.00000 3200.00| 4500.00000 4500.00| 3200.00000 3200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2650.00000 7950.00| 2140.00000 6420.00| 1620.00000 4860.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 10000.00000 10000.00| 17450.00000 17450.00| 14600.00000 14600.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 712.000 LFT | 1.50000 1068.00| 2.45000 1744.40| 2.75000 1958.00 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP | 10000.00000 10000.00| 8720.00000 8720.00| 9000.00000 9000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 116.000 CYS | 12.00000 1392.00| 15.00000 1740.00| 31.00000 3596.00 EXCAVATION, COMMON | | | 0009 203-02070 2300.000 CYS | 12.00000 27600.00| 15.50000 35650.00| 20.00000 46000.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 701 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,991.00 ROUTE : 167 CALL ORDER : 701 CONTRACT ID : M -27913-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1416264 |( 3 ) 35-1139301 |BAKER & SCHULTZ, INC. |LIMESTONE PRODUCTS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0010 205-06932 40.000 LFT | 18.75000 750.00| 6.00000 240.00| 10.00000 400.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 150.000 LFT | 5.00000 750.00| 2.50000 375.00| 3.00000 450.00 TEMPORARY SILT FENCE | | | 0012 207-08266 1060.000 SYS | 11.00000 11660.00| 5.20000 5512.00| 0.01000 10.60 SUBGRADE TREATMENT, TYPE III | | | 0013 211-07454 14.000 CYS | 20.00000 280.00| 32.00000 448.00| 30.00000 420.00 STRUCTURE BACKFILL | | | 0014 213-08058 160.000 CYS | 100.00000 16000.00| 53.00000 8480.00| 70.00000 11200.00 FLOWABLE BACKFILL | | | 0015 303-01180 70.000 TON | 14.00000 980.00| 16.00000 1120.00| 50.00000 3500.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0016 303-07449 10.000 TON | 14.00000 140.00| 20.00000 200.00| 50.00000 500.00 COMPACTED AGGREGATE, NO. 73 | | | 0017 303-60012 255.000 TON | 15.00000 3825.00| 17.00000 4335.00| 23.00000 5865.00 AGGREGATE, 2 | | | 0018 306-08032 430.000 SYS | 6.00000 2580.00| 2.70000 1161.00| 8.00000 3440.00 MILLING, TRANSITION | | | 0019 402-07433 350.000 TON | 44.00000 15400.00| 57.82000 20237.00| 44.00000 15400.00 HMA SURFACE, TYPE B | | | 0020 402-07438 235.000 TON | 44.00000 10340.00| 56.70000 13324.50| 44.00000 10340.00 HMA INTERMEDIATE, TYPE B | | | 0021 406-05520 1.000 TON | 185.00000 185.00| 245.00000 245.00| 185.00000 185.00 ASPHALT FOR TACK COAT | | | 0022 601-06854 2.000 EACH | 2410.00000 4820.00| 2750.00000 5500.00| 2100.00000 4200.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 4.000 EACH | 2080.00000 8320.00| 2320.00000 9280.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 850.000 LFT | 13.40000 11390.00| 15.50000 13175.00| 13.00000 11050.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 616-02320 605.000 SYS | 2.30000 1391.50| 2.40000 1452.00| 1.26000 762.30 GEOTEXTILES | | | 0026 616-05688 130.000 TON | 25.00000 3250.00| 24.00000 3120.00| 39.00000 5070.00 RIPRAP, CLASS 1 | | | 0027 616-06405 167.000 TON | 18.00000 3006.00| 19.00000 3173.00| 28.00000 4676.00 RIPRAP, REVETMENT | | | 0028 616-06451 105.000 TON | 18.00000 1890.00| 17.00000 1785.00| 36.00000 3780.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 701 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,991.00 ROUTE : 167 CALL ORDER : 701 CONTRACT ID : M -27913-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1416264 |( 3 ) 35-1139301 |BAKER & SCHULTZ, INC. |LIMESTONE PRODUCTS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 621-01004 2.000 EACH | 650.00000 1300.00| 710.00000 1420.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 4070.000 SYS | 0.52000 2116.40| 0.54000 2197.80| 0.52000 2116.40 MULCHED SEEDING, R | | | 0031 621-06570 105.000 CYS | 18.00000 1890.00| 21.00000 2205.00| 15.00000 1575.00 TOP SOIL | | | 0032 714-07544 89.000 LFT | 950.00000 84550.00| 964.77000 85864.53| 900.00000 80100.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 7 FT. | | | 0033 715-04612 90.000 LFT | 60.00000 5400.00| 86.55000 7789.50| 74.00000 6660.00 PIPE , PVC, 30 IN. | | | 0034 715-05171 50.000 LFT | 24.00000 1200.00| 21.00000 1050.00| 45.00000 2250.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0035 715-08305 54.000 TON | 80.00000 4320.00| 90.00000 4860.00| 80.00000 4320.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0036 715-26764 1.000 EACH | 6000.00000 6000.00| 4816.00000 4816.00| 6500.00000 6500.00 GRATED BOX END SECTION, II, 10:1, 18 IN | | | 0037 715-46010 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 340.00000 340.00 PIPE END SECTION, 18 IN. | | | 0038 715-46030 1.000 EACH | 500.00000 500.00| 525.00000 525.00| 490.00000 490.00 PIPE END SECTION, 30 IN. | | | 0039 720-45410 1.000 EACH | 1400.00000 1400.00| 1630.00000 1630.00| 2900.00000 2900.00 MANHOLE, C4 | | | 0040 801-04308 6.000 EACH | 205.00000 1230.00| 225.00000 1350.00| 110.00000 660.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06207 100.000 LFT | 3.50000 350.00| 0.70000 70.00| 0.01000 1.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06625 31.000 EACH | 25.00000 775.00| 29.00000 899.00| 70.00000 2170.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 14.000 EACH | 98.00000 1372.00| 110.00000 1540.00| 70.00000 980.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP | 1200.00000 1200.00| 1200.00000 1200.00| 2700.00000 2700.00 MAINTAINING TRAFFIC | | | 0045 801-07118 48.000 LFT | 3.55000 170.40| 4.00000 192.00| 6.50000 312.00 BARRICADE, III-A | | | 0046 801-07119 48.000 LFT | 4.20000 201.60| 4.70000 225.60| 6.50000 312.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 701 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,991.00 ROUTE : 167 CALL ORDER : 701 CONTRACT ID : M -27913-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1416264 |( 3 ) 35-1139301 |BAKER & SCHULTZ, INC. |LIMESTONE PRODUCTS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0047 804-06725 9.000 EACH | 14.00000 126.00| 50.00000 450.00| 60.00000 540.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0048 808-06712 245.000 LFT | 0.40000 98.00| 0.50000 122.50| 0.52000 127.40 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0049 808-06713 1950.000 LFT | 0.40000 780.00| 0.50000 975.00| 0.52000 1014.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 273,398.90| $ 289,020.83| $ 290,632.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 273,398.90| $ 289,020.83| $ 290,632.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 701 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,991.00 ROUTE : 167 CALL ORDER : 701 CONTRACT ID : M -27913-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2064912 |( 5 ) 35-1065659 |( 6 ) 35-1364963 |B & P CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 9200.00000 9200.00| 2581.00000 2581.00| 2800.00000 2800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1500.00000 4500.00| 1559.00000 4677.00| 1200.00000 3600.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 13600.00000 13600.00| 15000.00000 15000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 712.000 LFT | 2.50000 1780.00| 1.50000 1068.00| 1.65000 1174.80 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP | 20400.00000 20400.00| 8000.00000 8000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 116.000 CYS | 20.00000 2320.00| 30.00000 3480.00| 15.00000 1740.00 EXCAVATION, COMMON | | | 0009 203-02070 2300.000 CYS | 12.50000 28750.00| 20.00000 46000.00| 12.50000 28750.00 BORROW | | | 0010 205-06932 40.000 LFT | 3.50000 140.00| 17.75000 710.00| 3.75000 150.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 150.000 LFT | 4.00000 600.00| 4.50000 675.00| 2.50000 375.00 TEMPORARY SILT FENCE | | | 0012 207-08266 1060.000 SYS | 6.50000 6890.00| 7.60000 8056.00| 6.50000 6890.00 SUBGRADE TREATMENT, TYPE III | | | 0013 211-07454 14.000 CYS | 35.00000 490.00| 20.00000 280.00| 37.50000 525.00 STRUCTURE BACKFILL | | | 0014 213-08058 160.000 CYS | 56.25000 9000.00| 100.00000 16000.00| 80.00000 12800.00 FLOWABLE BACKFILL | | | 0015 303-01180 70.000 TON | 25.00000 1750.00| 19.00000 1330.00| 25.00000 1750.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0016 303-07449 10.000 TON | 25.00000 250.00| 19.00000 190.00| 25.00000 250.00 COMPACTED AGGREGATE, NO. 73 | | | 0017 303-60012 255.000 TON | 20.00000 5100.00| 21.00000 5355.00| 22.00000 5610.00 AGGREGATE, 2 | | | 0018 306-08032 430.000 SYS | 6.00000 2580.00| 6.50000 2795.00| 5.80000 2494.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 701 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,991.00 ROUTE : 167 CALL ORDER : 701 CONTRACT ID : M -27913-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2064912 |( 5 ) 35-1065659 |( 6 ) 35-1364963 |B & P CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07433 350.000 TON | 45.00000 15750.00| 46.00000 16100.00| 57.80000 20230.00 HMA SURFACE, TYPE B | | | 0020 402-07438 235.000 TON | 44.00000 10340.00| 46.00000 10810.00| 55.80000 13113.00 HMA INTERMEDIATE, TYPE B | | | 0021 406-05520 1.000 TON | 185.00000 185.00| 200.00000 200.00| 225.00000 225.00 ASPHALT FOR TACK COAT | | | 0022 601-06854 2.000 EACH | 2500.00000 5000.00| 2410.00000 4820.00| 2460.00000 4920.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 4.000 EACH | 2100.00000 8400.00| 2080.00000 8320.00| 2250.00000 9000.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 850.000 LFT | 14.00000 11900.00| 13.40000 11390.00| 13.75000 11687.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 616-02320 605.000 SYS | 4.50000 2722.50| 2.00000 1210.00| 2.50000 1512.50 GEOTEXTILES | | | 0026 616-05688 130.000 TON | 30.00000 3900.00| 39.00000 5070.00| 35.00000 4550.00 RIPRAP, CLASS 1 | | | 0027 616-06405 167.000 TON | 25.00000 4175.00| 29.00000 4843.00| 25.00000 4175.00 RIPRAP, REVETMENT | | | 0028 616-06451 105.000 TON | 25.00000 2625.00| 39.00000 4095.00| 25.00000 2625.00 RIPRAP, UNIFORM | | | 0029 621-01004 2.000 EACH | 700.00000 1400.00| 650.00000 1300.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 4070.000 SYS | 0.60000 2442.00| 0.52000 2116.40| 0.60000 2442.00 MULCHED SEEDING, R | | | 0031 621-06570 105.000 CYS | 30.00000 3150.00| 30.00000 3150.00| 30.00000 3150.00 TOP SOIL | | | 0032 714-07544 89.000 LFT | 956.00000 85084.00| 1000.00000 89000.00| 1100.00000 97900.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 7 FT. | | | 0033 715-04612 90.000 LFT | 50.00000 4500.00| 50.00000 4500.00| 70.00000 6300.00 PIPE , PVC, 30 IN. | | | 0034 715-05171 50.000 LFT | 31.50000 1575.00| 40.00000 2000.00| 29.50000 1475.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0035 715-08305 54.000 TON | 80.00000 4320.00| 80.00000 4320.00| 94.00000 5076.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0036 715-26764 1.000 EACH | 7550.00000 7550.00| 4500.00000 4500.00| 4750.00000 4750.00 GRATED BOX END SECTION, II, 10:1, 18 IN | | | 0037 715-46010 1.000 EACH | 500.00000 500.00| 600.00000 600.00| 375.00000 375.00 PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 701 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,991.00 ROUTE : 167 CALL ORDER : 701 CONTRACT ID : M -27913-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2064912 |( 5 ) 35-1065659 |( 6 ) 35-1364963 |B & P CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 715-46030 1.000 EACH | 600.00000 600.00| 750.00000 750.00| 500.00000 500.00 PIPE END SECTION, 30 IN. | | | 0039 720-45410 1.000 EACH | 1500.00000 1500.00| 2500.00000 2500.00| 1500.00000 1500.00 MANHOLE, C4 | | | 0040 801-04308 6.000 EACH | 175.00000 1050.00| 205.00000 1230.00| 240.00000 1440.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06207 100.000 LFT | 0.25000 25.00| 0.75000 75.00| 1.00000 100.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06625 31.000 EACH | 65.00000 2015.00| 25.00000 775.00| 35.00000 1085.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 14.000 EACH | 79.00000 1106.00| 98.00000 1372.00| 110.00000 1540.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP | 11600.00000 11600.00| 1000.00000 1000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0045 801-07118 48.000 LFT | 9.50000 456.00| 3.55000 170.40| 5.00000 240.00 BARRICADE, III-A | | | 0046 801-07119 48.000 LFT | 12.00000 576.00| 4.20000 201.60| 5.00000 240.00 BARRICADE, III-B | | | 0047 804-06725 9.000 EACH | 20.00000 180.00| 14.00000 126.00| 17.50000 157.50 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0048 808-06712 245.000 LFT | 0.50000 122.50| 0.40000 98.00| 0.50000 122.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0049 808-06713 1950.000 LFT | 0.50000 975.00| 0.40000 780.00| 0.50000 975.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 303,076.00| $ 303,621.40| $ 304,216.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 303,076.00| $ 303,621.40| $ 304,216.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 701 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,991.00 ROUTE : 167 CALL ORDER : 701 CONTRACT ID : M -27913-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0999231 |( 8 ) 35-1609544 |( 9 ) 35-1438272 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 3600.00000 3600.00| 4400.00000 4400.00| 5350.00000 5350.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1100.00000 3300.00| 2000.00000 6000.00| 2559.94000 7679.82 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 15000.00000 15000.00| 15800.00000 15800.00| 6900.00000 6900.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 712.000 LFT | 1.60000 1139.20| 1.70000 1210.40| 1.72000 1224.64 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP | 4200.00000 4200.00| 29787.00000 29787.00| 10900.00000 10900.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 116.000 CYS | 330.00000 38280.00| 20.00000 2320.00| 23.98000 2781.68 EXCAVATION, COMMON | | | 0009 203-02070 2300.000 CYS | 6.80000 15640.00| 12.00000 27600.00| 28.57000 65711.00 BORROW | | | 0010 205-06932 40.000 LFT | 19.00000 760.00| 20.00000 800.00| 14.17000 566.80 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 150.000 LFT | 4.80000 720.00| 5.00000 750.00| 4.36000 654.00 TEMPORARY SILT FENCE | | | 0012 207-08266 1060.000 SYS | 5.50000 5830.00| 4.00000 4240.00| 7.30000 7738.00 SUBGRADE TREATMENT, TYPE III | | | 0013 211-07454 14.000 CYS | 25.00000 350.00| 40.00000 560.00| 27.56000 385.84 STRUCTURE BACKFILL | | | 0014 213-08058 160.000 CYS | 73.00000 11680.00| 90.00000 14400.00| 67.58000 10812.80 FLOWABLE BACKFILL | | | 0015 303-01180 70.000 TON | 38.00000 2660.00| 40.00000 2800.00| 20.00000 1400.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0016 303-07449 10.000 TON | 73.00000 730.00| 60.00000 600.00| 20.00000 200.00 COMPACTED AGGREGATE, NO. 73 | | | 0017 303-60012 255.000 TON | 42.00000 10710.00| 22.00000 5610.00| 13.73000 3501.15 AGGREGATE, 2 | | | 0018 306-08032 430.000 SYS | 4.30000 1849.00| 7.00000 3010.00| 5.80000 2494.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 701 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,991.00 ROUTE : 167 CALL ORDER : 701 CONTRACT ID : M -27913-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0999231 |( 8 ) 35-1609544 |( 9 ) 35-1438272 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07433 350.000 TON | 47.00000 16450.00| 57.20000 20020.00| 50.36000 17626.00 HMA SURFACE, TYPE B | | | 0020 402-07438 235.000 TON | 47.00000 11045.00| 57.20000 13442.00| 75.59000 17763.65 HMA INTERMEDIATE, TYPE B | | | 0021 406-05520 1.000 TON | 200.00000 200.00| 209.00000 209.00| 211.73000 211.73 ASPHALT FOR TACK COAT | | | 0022 601-06854 2.000 EACH | 2600.00000 5200.00| 2700.00000 5400.00| 2758.25000 5516.50 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 4.000 EACH | 2200.00000 8800.00| 2350.00000 9400.00| 2925.56000 11702.24 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 850.000 LFT | 14.00000 11900.00| 15.00000 12750.00| 15.34000 13039.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 616-02320 605.000 SYS | 2.30000 1391.50| 1.90000 1149.50| 2.40000 1452.00 GEOTEXTILES | | | 0026 616-05688 130.000 TON | 45.00000 5850.00| 30.00000 3900.00| 37.06000 4817.80 RIPRAP, CLASS 1 | | | 0027 616-06405 167.000 TON | 34.00000 5678.00| 21.00000 3507.00| 26.54000 4432.18 RIPRAP, REVETMENT | | | 0028 616-06451 105.000 TON | 33.00000 3465.00| 20.00000 2100.00| 25.18000 2643.90 RIPRAP, UNIFORM | | | 0029 621-01004 2.000 EACH | 700.00000 1400.00| 735.00000 1470.00| 743.93000 1487.86 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 4070.000 SYS | 0.56000 2279.20| 0.59000 2401.30| 0.60000 2442.00 MULCHED SEEDING, R | | | 0031 621-06570 105.000 CYS | 16.00000 1680.00| 20.00000 2100.00| 30.52000 3204.60 TOP SOIL | | | 0032 714-07544 89.000 LFT | 940.00000 83660.00| 1074.00000 95586.00| 1062.85000 94593.65 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 7 FT. | | | 0033 715-04612 90.000 LFT | 39.00000 3510.00| 25.14000 2262.60| 80.45000 7240.50 PIPE , PVC, 30 IN. | | | 0034 715-05171 50.000 LFT | 28.00000 1400.00| 25.54000 1277.00| 54.01000 2700.50 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0035 715-08305 54.000 TON | 86.00000 4644.00| 90.40000 4881.60| 91.56000 4944.24 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0036 715-26764 1.000 EACH | 4400.00000 4400.00| 5226.00000 5226.00| 6186.84000 6186.84 GRATED BOX END SECTION, II, 10:1, 18 IN | | | 0037 715-46010 1.000 EACH | 690.00000 690.00| 513.00000 513.00| 255.06000 255.06 PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 701 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,991.00 ROUTE : 167 CALL ORDER : 701 CONTRACT ID : M -27913-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0999231 |( 8 ) 35-1609544 |( 9 ) 35-1438272 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 715-46030 1.000 EACH | 690.00000 690.00| 757.00000 757.00| 543.91000 543.91 PIPE END SECTION, 30 IN. | | | 0039 720-45410 1.000 EACH | 2700.00000 2700.00| 1300.00000 1300.00| 2605.10000 2605.10 MANHOLE, C4 | | | 0040 801-04308 6.000 EACH | 190.00000 1140.00| 124.00000 744.00| 234.62000 1407.72 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06207 100.000 LFT | 3.20000 320.00| 1.00000 100.00| 1.64000 164.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06625 31.000 EACH | 70.00000 2170.00| 79.00000 2449.00| 28.61000 886.91 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 14.000 EACH | 85.00000 1190.00| 79.00000 1106.00| 112.16000 1570.24 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP | 3600.00000 3600.00| 600.00000 600.00| 7303.00000 7303.00 MAINTAINING TRAFFIC | | | 0045 801-07118 48.000 LFT | 10.00000 480.00| 8.00000 384.00| 4.06000 194.88 BARRICADE, III-A | | | 0046 801-07119 48.000 LFT | 13.00000 624.00| 8.00000 384.00| 4.81000 230.88 BARRICADE, III-B | | | 0047 804-06725 9.000 EACH | 15.00000 135.00| 16.00000 144.00| 16.02000 144.18 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0048 808-06712 245.000 LFT | 0.54000 132.30| 0.59000 144.55| 0.46000 112.70 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0049 808-06713 1950.000 LFT | 0.54000 1053.00| 0.59000 1150.50| 0.46000 897.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 304,327.20| $ 316,747.45| $ 346,622.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 304,327.20| $ 316,747.45| $ 346,622.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 701 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,991.00 ROUTE : 167 CALL ORDER : 701 CONTRACT ID : M -27913-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1618530 |( 11 ) 35-1817574 |( ) |AMERICAN CONTRACTING & SERVI |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 5500.00000 5500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2000.00000 6000.00| 2400.00000 7200.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 19000.00000 19000.00| 19600.00000 19600.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 712.000 LFT | 1.95000 1388.40| 3.00000 2136.00| GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP | 17000.00000 17000.00| 33000.00000 33000.00| PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 116.000 CYS | 30.00000 3480.00| 45.00000 5220.00| EXCAVATION, COMMON | | | 0009 203-02070 2300.000 CYS | 30.00000 69000.00| 22.00000 50600.00| BORROW | | | 0010 205-06932 40.000 LFT | 17.75000 710.00| 25.00000 1000.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 150.000 LFT | 4.50000 675.00| 3.00000 450.00| TEMPORARY SILT FENCE | | | 0012 207-08266 1060.000 SYS | 6.00000 6360.00| 8.00000 8480.00| SUBGRADE TREATMENT, TYPE III | | | 0013 211-07454 14.000 CYS | 45.00000 630.00| 70.00000 980.00| STRUCTURE BACKFILL | | | 0014 213-08058 160.000 CYS | 95.00000 15200.00| 145.00000 23200.00| FLOWABLE BACKFILL | | | 0015 303-01180 70.000 TON | 32.00000 2240.00| 54.00000 3780.00| COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0016 303-07449 10.000 TON | 55.00000 550.00| 54.00000 540.00| COMPACTED AGGREGATE, NO. 73 | | | 0017 303-60012 255.000 TON | 20.00000 5100.00| 24.00000 6120.00| AGGREGATE, 2 | | | 0018 306-08032 430.000 SYS | 6.00000 2580.00| 5.50000 2365.00| MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 701 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,991.00 ROUTE : 167 CALL ORDER : 701 CONTRACT ID : M -27913-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1618530 |( 11 ) 35-1817574 |( ) |AMERICAN CONTRACTING & SERVI |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07433 350.000 TON | 53.52000 18732.00| 48.50000 16975.00| HMA SURFACE, TYPE B | | | 0020 402-07438 235.000 TON | 51.42000 12083.70| 48.50000 11397.50| HMA INTERMEDIATE, TYPE B | | | 0021 406-05520 1.000 TON | 220.00000 220.00| 240.00000 240.00| ASPHALT FOR TACK COAT | | | 0022 601-06854 2.000 EACH | 2400.00000 4800.00| 2651.00000 5302.00| GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 4.000 EACH | 2025.00000 8100.00| 2288.00000 9152.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 850.000 LFT | 13.70000 11645.00| 15.00000 12750.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 616-02320 605.000 SYS | 2.00000 1210.00| 4.50000 2722.50| GEOTEXTILES | | | 0026 616-05688 130.000 TON | 45.00000 5850.00| 48.00000 6240.00| RIPRAP, CLASS 1 | | | 0027 616-06405 167.000 TON | 28.00000 4676.00| 45.00000 7515.00| RIPRAP, REVETMENT | | | 0028 616-06451 105.000 TON | 24.00000 2520.00| 50.00000 5250.00| RIPRAP, UNIFORM | | | 0029 621-01004 2.000 EACH | 650.00000 1300.00| 750.00000 1500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 4070.000 SYS | 0.52000 2116.40| 0.75000 3052.50| MULCHED SEEDING, R | | | 0031 621-06570 105.000 CYS | 32.00000 3360.00| 50.00000 5250.00| TOP SOIL | | | 0032 714-07544 89.000 LFT | 1275.00000 113475.00| 1380.00000 122820.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 7 FT. | | | 0033 715-04612 90.000 LFT | 60.00000 5400.00| 110.00000 9900.00| PIPE , PVC, 30 IN. | | | 0034 715-05171 50.000 LFT | 36.00000 1800.00| 85.00000 4250.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0035 715-08305 54.000 TON | 55.00000 2970.00| 95.00000 5130.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0036 715-26764 1.000 EACH | 6000.00000 6000.00| 5776.00000 5776.00| GRATED BOX END SECTION, II, 10:1, 18 IN | | | 0037 715-46010 1.000 EACH | 750.00000 750.00| 1200.00000 1200.00| PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 701 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,991.00 ROUTE : 167 CALL ORDER : 701 CONTRACT ID : M -27913-A COUNTIES : DELAWARE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1618530 |( 11 ) 35-1817574 |( ) |AMERICAN CONTRACTING & SERVI |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 715-46030 1.000 EACH | 850.00000 850.00| 1400.00000 1400.00| PIPE END SECTION, 30 IN. | | | 0039 720-45410 1.000 EACH | 3000.00000 3000.00| 3200.00000 3200.00| MANHOLE, C4 | | | 0040 801-04308 6.000 EACH | 175.00000 1050.00| 225.50000 1353.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06207 100.000 LFT | 2.00000 200.00| 4.00000 400.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06625 31.000 EACH | 65.00000 2015.00| 27.50000 852.50| DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 14.000 EACH | 79.00000 1106.00| 108.00000 1512.00| CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP | 2000.00000 2000.00| 4500.00000 4500.00| MAINTAINING TRAFFIC | | | 0045 801-07118 48.000 LFT | 9.50000 456.00| 4.10000 196.80| BARRICADE, III-A | | | 0046 801-07119 48.000 LFT | 12.00000 576.00| 4.90000 235.20| BARRICADE, III-B | | | 0047 804-06725 9.000 EACH | 22.00000 198.00| 22.00000 198.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0048 808-06712 245.000 LFT | 0.50000 122.50| 0.60000 147.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0049 808-06713 1950.000 LFT | 0.50000 975.00| 0.60000 1170.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 375,472.00| $ 421,760.00| ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 375,472.00| $ 421,760.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 711 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 177,999.00 ROUTE : VARIOUS CALL ORDER : 711 CONTRACT ID : M -27974-A COUNTIES : MARION LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 04/29/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2110733 SPECIALTIES COMPANY LLC $ 150,174.00 100.0000% 2 35-2040341 MOONROCK INC $ 159,624.75 106.2932% 3 35-1643252 C-TECH CORPORATION, INC. $ 173,814.75 115.7422% 4 38-2932367 RMD HOLDINGS, LTD $ 184,796.27 123.0548% 5 35-0821499 DREW, JAMES H. CORPORATION $ 195,010.00 129.8560% ==================================================================================================================================== |( 1 ) 35-2110733 |( 2 ) 35-2040341 |( 3 ) 35-1643252 |SPECIALTIES COMPANY LLC |MOONROCK INC |C-TECH CORPORATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 FENCE REPLACEMENT | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 110-01001 LUMP | 7500.00000 7500.00| 3000.00000 3000.00| 4200.00000 4200.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 603-04847 34.000 EACH | 525.00000 17850.00| 685.00000 23290.00| 1225.00000 41650.00 FENCE GATE , CHAIN LINK, 48 IN. x 14 FT | | | 0004 603-04847 2.000 EACH | 625.00000 1250.00| 900.00000 1800.00| 1700.00000 3400.00 FENCE GATE , CHAIN LINK, 48 IN. x 14 FT | | | , BLACK | | | 0005 603-06045 9643.000 LFT | 11.00000 106073.00| 11.25000 108483.75| 11.25000 108483.75 FENCE, CHAIN LINK, 48 IN. | | | 0006 603-98226 1000.000 LFT | 13.00000 13000.00| 14.65000 14650.00| 14.00000 14000.00 FENCE, CHAIN LINK, BLACK VINYL COATED, | | | 48 IN. | | | 0007 801-06775 LUMP | 2000.00000 2000.00| 7000.00000 7000.00| 550.00000 550.00 MAINTAINING TRAFFIC | | | 0008 801-06640 2.000 EACH | 200.00000 400.00| 250.00000 500.00| 165.00000 330.00 CONSTRUCTION SIGN, A | | | 0009 801-06710 30.000 DAY | 70.00000 2100.00| 30.00000 900.00| 40.00000 1200.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 150,174.00| $ 159,624.75| $ 173,814.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 150,174.00| $ 159,624.75| $ 173,814.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 711 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 177,999.00 ROUTE : VARIOUS CALL ORDER : 711 CONTRACT ID : M -27974-A COUNTIES : MARION LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-2932367 |( 5 ) 35-0821499 |( ) |RMD HOLDINGS, LTD |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 FENCE REPLACEMENT | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0002 110-01001 LUMP | 5000.00000 5000.00| 4550.00000 4550.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 603-04847 34.000 EACH | 1270.00000 43180.00| 880.00000 29920.00| FENCE GATE , CHAIN LINK, 48 IN. x 14 FT | | | 0004 603-04847 2.000 EACH | 1800.00000 3600.00| 1285.00000 2570.00| FENCE GATE , CHAIN LINK, 48 IN. x 14 FT | | | , BLACK | | | 0005 603-06045 9643.000 LFT | 11.89000 114655.27| 13.80000 133073.40| FENCE, CHAIN LINK, 48 IN. | | | 0006 603-98226 1000.000 LFT | 14.76000 14760.00| 19.80000 19800.00| FENCE, CHAIN LINK, BLACK VINYL COATED, | | | 48 IN. | | | 0007 801-06775 LUMP | 2000.00000 2000.00| 3585.60000 3585.60| MAINTAINING TRAFFIC | | | 0008 801-06640 2.000 EACH | 50.00000 100.00| 125.00000 250.00| CONSTRUCTION SIGN, A | | | 0009 801-06710 30.000 DAY | 50.00000 1500.00| 42.00000 1260.00| FLASHING ARROW SIGN | | | SECTION TOTALS | $ 184,796.27| $ 195,010.00| ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 184,796.27| $ 195,010.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 721 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 329,742.21 ROUTE : 65 CALL ORDER : 721 CONTRACT ID : M -27993-A COUNTIES : VARIOUS LETTING DATE : 12/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 12/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 226,680.00 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 242,292.00 106.8872% 3 35-2110733 SPECIALTIES COMPANY LLC $ 245,102.00 108.1269% ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0001 105-07038 12.000 MOS | 1350.00000 16200.00| 1400.00000 16800.00| 1800.00000 21600.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 6600.00000 6600.00| 6800.00000 6800.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 601-01128 1.000 EACH | 850.00000 850.00| 1100.00000 1100.00| 1200.00000 1200.00 GUARDRAIL TRANSITION TYPE WGB | | | 0006 601-01522 1.000 EACH | 1450.00000 1450.00| 1800.00000 1800.00| 1400.00000 1400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0007 601-02103 600.000 LFT | 10.60000 6360.00| 13.00000 7800.00| 18.00000 10800.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0008 601-02212 50.000 EACH | 16.00000 800.00| 13.50000 675.00| 20.00000 1000.00 GUARDRAIL POST, BRACKET, 8.5 LBS PER FT | | | GALVANIZED, 1 FT. 5 IN. | | | 0009 601-03444 5.000 EACH | 76.00000 380.00| 110.00000 550.00| 90.00000 450.00 CAT TRANSITION STEEL POST, MK 9 | | | 0010 601-03445 5.000 EACH | 145.00000 725.00| 165.00000 825.00| 150.00000 750.00 CAT TRANSITION PANEL, MK WC | | | 0011 601-03446 5.000 EACH | 110.00000 550.00| 140.00000 700.00| 120.00000 600.00 CAT TRANSITION CABLE, MK CA | | | 0012 601-03447 5.000 EACH | 65.00000 325.00| 75.00000 375.00| 80.00000 400.00 CAT BRACKET MK BK, FOR TRANSITION CABLE | | | MK CA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 721 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 329,742.21 ROUTE : 65 CALL ORDER : 721 CONTRACT ID : M -27993-A COUNTIES : VARIOUS LETTING DATE : 12/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 601-03448 5.000 EACH | 25.00000 125.00| 35.00000 175.00| 30.00000 150.00 CAT TRANSITION STEEL POST BRACKET, MK D | | | 0014 601-03462 75.000 EACH | 52.00000 3900.00| 62.00000 4650.00| 50.00000 3750.00 GUARDRAIL, POST STEEL, 8.5 LBS PER LFT, | | | 7 FT. 0 IN. | | | 0015 601-03471 8.000 EACH | 3185.00000 25480.00| 3700.00000 29600.00| 3200.00000 25600.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | 0016 601-03599 5.000 EACH | 151.00000 755.00| 180.00000 900.00| 225.00000 1125.00 GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | | FT. 6 IN | | | 0017 601-03683 50.000 HRS | 250.00000 12500.00| 214.00000 10700.00| 250.00000 12500.00 COMBINATION ATTENUATING TERMINAL, | | | REPAIR, LABOR ONLY | | | 0018 601-61340 75.000 EACH | 92.00000 6900.00| 45.00000 3375.00| 85.00000 6375.00 GUARD RAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0019 601-61350 50.000 EACH | 23.00000 1150.00| 15.00000 750.00| 30.00000 1500.00 GUARD RAIL POST BRACKET, 15.5 LBS PER | | | LFT., GALVANIZED, 1 FT. 2.25 IN. | | | 0020 601-61390 5.000 EACH | 32.00000 160.00| 50.00000 250.00| 45.00000 225.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0021 601-61400 5.000 EACH | 390.00000 1950.00| 450.00000 2250.00| 400.00000 2000.00 GUARD RAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0022 601-61545 25.000 EACH | 30.00000 750.00| 22.00000 550.00| 30.00000 750.00 GUARD RAIL POST, ALUMINUM, INSTALL | | | 0023 601-62530 2.000 EACH | 135.00000 270.00| 125.00000 250.00| 175.00000 350.00 GUARD RAIL PIER CONNECTION, ES | | | 0024 601-62540 500.000 EACH | 17.00000 8500.00| 18.50000 9250.00| 17.00000 8500.00 GUARD RAIL POST, PLUMB | | | 0025 601-62555 250.000 LFT | 3.75000 937.50| 1.55000 387.50| 6.00000 1500.00 GUARD RAIL,, TUBING, ELIPTICAL, | | | ALUMINUM, LABOR ONLY | | | 0026 601-62580 10.000 EACH | 25.00000 250.00| 15.00000 150.00| 40.00000 400.00 GUARD RAIL SPLICE BAR, ALUMINUM | | | 0027 601-90678 11.000 CYS | 225.00000 2475.00| 165.00000 1815.00| 200.00000 2200.00 CONCRETE, A, BURIED END SECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 721 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 329,742.21 ROUTE : 65 CALL ORDER : 721 CONTRACT ID : M -27993-A COUNTIES : VARIOUS LETTING DATE : 12/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0028 601-91428 6.000 EACH | 225.00000 1350.00| 325.00000 1950.00| 250.00000 1500.00 GUARD RAIL ATTENUATING TERMINAL, NOSE | | | ASSEMBLY, MKN | | | 0029 601-91432 6.000 EACH | 210.00000 1260.00| 320.00000 1920.00| 250.00000 1500.00 GUARD RAIL ATTENUATING TERMINAL, SIDE | | | PLATE, MKSD | | | 0030 601-91504 5.000 EACH | 100.00000 500.00| 125.00000 625.00| 130.00000 650.00 GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0031 601-91505 5.000 EACH | 90.00000 450.00| 100.00000 500.00| 110.00000 550.00 GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0032 601-91542 5.000 EACH | 20.00000 100.00| 40.00000 200.00| 40.00000 200.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0033 601-91649 2.000 EACH | 110.00000 220.00| 170.00000 340.00| 150.00000 300.00 GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0034 601-91653 2.000 EACH | 110.00000 220.00| 160.00000 320.00| 150.00000 300.00 GUARD RAIL THRIE BEAM TERMINAL | | | CONNECTOR, GALVANIZED | | | 0035 601-93346 5.000 EACH | 50.00000 250.00| 50.00000 250.00| 75.00000 375.00 GUARD RAIL CONNECTOR, AS | | | 0036 601-94645 1.000 EACH | 8300.00000 8300.00| 2700.00000 2700.00| 200.00000 200.00 GUARD RAIL END TREATMENT, SENTRE | | | 0037 601-94689 8.000 EACH | 2295.00000 18360.00| 2800.00000 22400.00| 2400.00000 19200.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-94690 5.000 EACH | 3900.00000 19500.00| 4300.00000 21500.00| 3800.00000 19000.00 GUARDRAIL END TREATMENT, MS | | | 0039 601-95972 5.000 EACH | 65.00000 325.00| 85.00000 425.00| 80.00000 400.00 GUARD RAIL POST (CRT), 8 IN.X 6 IN. | | | TREATED LUMBER, 6 FT. 0 IN. LONG | | | 0040 601-96591 4950.000 LFT | 7.00000 34650.00| 8.65000 42817.50| 7.00000 34650.00 GUARD RAIL PANEL, STEEL BEAM | | | 0041 601-97947 100.000 EACH | 4.75000 475.00| 4.40000 440.00| 20.00000 2000.00 GUARD RAIL CLAMP BAR, ALUMINUM | | | 0042 601-97950 5.000 EACH | 20.00000 100.00| 25.00000 125.00| 30.00000 150.00 GUARD RAIL POST BRACKET, TREATED TIMBER | | | 6 IN. X 6 IN. | | | 0043 601-99105 2000.000 LFT | 13.50000 27000.00| 15.50000 31000.00| 15.00000 30000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0044 601-99109 250.000 LFT | 28.20000 7050.00| 25.00000 6250.00| 28.00000 7000.00 GUARDRAIL, W BEAM, DOUBLE FACED, 3 FT. | | | 1.5 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 721 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 329,742.21 ROUTE : 65 CALL ORDER : 721 CONTRACT ID : M -27993-A COUNTIES : VARIOUS LETTING DATE : 12/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0045 601-99123 1.000 EACH | 1990.00000 1990.00| 2450.00000 2450.00| 2000.00000 2000.00 GUARDRAIL TRANSITION, GP | | | 0046 801-06775 LUMP | 4235.50000 4235.50| 3600.00000 3600.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 226,680.00| $ 242,292.00| $ 245,102.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 226,680.00| $ 242,292.00| $ 245,102.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 731 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 300,223.53 ROUTE : 65 CALL ORDER : 731 CONTRACT ID : M -27994-A COUNTIES : VARIOUS LETTING DATE : 12/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/25/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1038926 TOWNSEND TREE SERVICE CO REJECTED $ 298,269.47 0.0000% 2 23-2332783 DEANGELO BROTHERS, INC. $ 346,964.71 0.0000% ====================================================================================================================================