INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 190 -1 VENDOR RANKING CALL ORDER : 190 CONTRACT ID : RS-28857-A COUNTIES : CLAY LETTING DATE : 08/08/07 10:00 AM DISTRICT : 61 CONTRACT TIME : 07/30/08 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5611010 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,234,196.39 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,297,400.00 105.1210% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 190 -2 TABULATION OF BIDS ROUTE : 40 CALL ORDER : 190 CONTRACT ID : RS-28857-A COUNTIES : CLAY LETTING DATE : 08/08/07 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2240.11000 2240.11| 3700.00000 3700.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 84.00000 168.00| 100.00000 200.00| RADIO | | | 0003 105-07039 8.000 MOS | 1030.00000 8240.00| 2200.00000 17600.00| FIELD OFFICE, B | | | 0004 105-08520 1.000 EACH | 105.00000 105.00| 100.00000 100.00| CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 8.000 MOS | 84.00000 672.00| 100.00000 800.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08523 16.000 MOS | 84.00000 1344.00| 100.00000 1600.00| RADIO SERVICE | | | 0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 105-09198 16.000 MOS | 618.00000 9888.00| 100.00000 1600.00| LAPTOP COMPUTER SYSTEM | | | 0009 105-09199 8.000 MOS | 52.50000 420.00| 60.00000 480.00| FIELD OFFICE INTERNET SERVICE | | | 0010 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0011 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0012 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0013 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0014 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0015 110-01001 LUMP | 63100.00000 63100.00| 27067.92000 27067.92| MOBILIZATION AND DEMOBILIZATION | | | 0016 202-02278 467.000 LFT | 11.33000 5291.11| 10.00000 4670.00| CURB, CONCRETE, REMOVE | | | 0017 202-52710 170.200 SYS | 30.90000 5259.18| 28.00000 4765.60| SIDEWALK, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 190 -3 TABULATION OF BIDS ROUTE : 40 CALL ORDER : 190 CONTRACT ID : RS-28857-A COUNTIES : CLAY LETTING DATE : 08/08/07 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-93741 3.000 EACH | 309.00000 927.00| 616.00000 1848.00| GUARD RAIL END TREATMENT, REMOVE | | | 0019 203-02070 15.000 CYS | 74.08000 1111.20| 150.00000 2250.00| BORROW | | | 0020 203-08607 537.500 LFT | 1.98000 1064.25| 6.00000 3225.00| LINEAR GRADING | | | 0021 303-01180 150.000 TON | 27.19000 4078.50| 40.00000 6000.00| COMPACTED AGGREGATE, NO. 53 | | | 0022 303-07449 2200.000 TON | 16.85000 37070.00| 16.15000 35530.00| COMPACTED AGGREGATE, NO. 73 | | | 0023 304-07490 545.000 TON | 147.67000 80480.15| 200.00000 109000.00| HMA PATCHING, TYPE B | | | 0024 306-08033 87740.000 SYS | 0.52000 45624.80| 0.55000 48257.00| MILLING, ASPHALT, 1 IN. | | | 0025 306-08034 74421.000 SYS | 0.75000 55815.75| 0.65000 48373.65| MILLING, ASPHALT, 1 1/2 IN. | | | 0026 306-08043 734.000 SYS | 0.80000 587.20| 4.30000 3156.20| MILLING, TRANSITION | | | 0027 306-08432 7245.000 SYS | 2.64000 19126.80| 4.50000 32602.50| MILLING, APPROACH | | | 0028 401-06264 LUMP | 3188.70000 3188.70| 4500.00000 4500.00| PROFILOGRAPH, HMA | | | 0029 401-07321 13439.000 TON | 45.50000 611474.50| 50.00000 671950.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0030 406-05520 40.900 TON | 302.00000 12351.80| 300.00000 12270.00| ASPHALT FOR TACK COAT | | | 0031 601-94689 3.000 EACH | 2884.00000 8652.00| 2930.00000 8790.00| GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 162.500 LFT | 22.66000 3682.25| 18.00000 2925.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 601-99132 3.000 EACH | 103.00000 309.00| 145.00000 435.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0034 604-07901 29.800 SYS | 200.85000 5985.33| 150.00000 4470.00| CURB RAMP, CONCRETE, G | | | 0035 604-07901 9.200 SYS | 211.15000 1942.58| 150.00000 1380.00| CURB RAMP, CONCRETE, G , MODIFIED | | | 0036 604-07902 9.300 SYS | 175.10000 1628.43| 150.00000 1395.00| CURB RAMP, CONCRETE, H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 190 -4 TABULATION OF BIDS ROUTE : 40 CALL ORDER : 190 CONTRACT ID : RS-28857-A COUNTIES : CLAY LETTING DATE : 08/08/07 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 604-07902 125.500 SYS | 231.75000 29084.63| 150.00000 18825.00| CURB RAMP, CONCRETE, H , MODIFIED | | | 0038 604-07903 2.200 SYS | 607.70000 1336.94| 550.00000 1210.00| CURB RAMP, CONCRETE, K | | | 0039 605-06125 491.000 LFT | 42.75000 20990.25| 55.00000 27005.00| CURB, CONCRETE, MODIFIED | | | 0040 610-07487 540.000 TON | 147.85000 79839.00| 116.00000 62640.00| HMA FOR APPROACHES, TYPE B | | | 0041 612-04315 15.800 TON | 1369.90000 21644.42| 1330.00000 21014.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0042 612-60410 263.000 EACH | 16.48000 4334.24| 16.00000 4208.00| DRILLED HOLE FOR UNDERSEAL | | | 0043 616-06405 25.000 TON | 50.65000 1266.25| 55.00000 1375.00| RIPRAP, REVETMENT | | | 0044 621-06574 117.000 SYS | 50.00000 5850.00| 10.00000 1170.00| SODDING | | | 0045 720-44000 2.000 EACH | 500.00000 1000.00| 325.00000 650.00| CASTING, ADJUST TO GRADE | | | 0046 801-03290 6.000 EACH | 154.50000 927.00| 200.00000 1200.00| CONSTRUCTION SIGN, C | | | 0047 801-06203 5873.000 LFT | 0.81000 4757.13| 0.50000 2936.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0048 801-06207 5873.000 LFT | 1.31000 7693.63| 1.00000 5873.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06640 30.000 EACH | 87.55000 2626.50| 110.00000 3300.00| CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP | 26819.00000 26819.00| 50818.91000 50818.91| MAINTAINING TRAFFIC | | | 0051 808-03002 48.000 LFT | 4.82000 231.36| 4.68000 224.64| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0052 808-03631 190.000 LFT | 4.82000 915.80| 4.68000 889.20| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0053 808-03632 190.000 LFT | 4.82000 915.80| 4.68000 889.20| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0054 808-06701 12130.000 LFT | 0.27000 3275.10| 0.26000 3153.80| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0055 808-06703 47118.000 LFT | 0.27000 12721.86| 0.26000 12250.68| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 190 -5 TABULATION OF BIDS ROUTE : 40 CALL ORDER : 190 CONTRACT ID : RS-28857-A COUNTIES : CLAY LETTING DATE : 08/08/07 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 808-06716 428.000 LFT | 0.87000 372.36| 0.84000 359.52| LINE, REMOVE | | | 0057 808-75245 47118.000 LFT | 0.27000 12721.86| 0.26000 12250.68| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0058 808-75996 842.000 EACH | 3.61000 3039.62| 5.00000 4210.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,234,196.39| $ 1,297,400.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,234,196.39| $ 1,297,400.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 200 -1 VENDOR RANKING CALL ORDER : 200 CONTRACT ID : B -27827-A COUNTIES : HENDRICKS LETTING DATE : 08/08/07 10:00 AM DISTRICT : 61 CONTRACT TIME : 07/31/08 COMPLETION DATE CONTRACT DESCRIPTION : Rural - Old Code PROJECT(S) : 9932043 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 469,834.12 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 488,673.90 104.0099% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 580,355.19 123.5234% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 603,449.20 128.4388% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,093,750.64 232.7951% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 200 -2 TABULATION OF BIDS ROUTE : OLD 50 CALL ORDER : 200 CONTRACT ID : B -27827-A COUNTIES : HENDRICKS LETTING DATE : 08/08/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1381845 |( 3 ) 35-1385672 |CLR, INC. |HARVEY, GEORGE R. & SON, INC |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, PEDESTRIAN BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 525.00000 525.00| 4000.00000 4000.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 3100.00000 12400.00| 2000.00000 8000.00| 1827.00000 7308.00 FIELD OFFICE, A | | | 0003 105-09198 4.000 MOS | 1000.00000 4000.00| 500.00000 2000.00| 1150.00000 4600.00 LAPTOP COMPUTER SYSTEM | | | 0004 105-09199 1.000 MOS | 198.00000 198.00| 75.00000 75.00| 400.00000 400.00 FIELD OFFICE INTERNET SERVICE | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 23400.00000 23400.00| 24000.00000 24000.00| 29666.00000 29666.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 4650.00000 4650.00| 5220.00000 5220.00| 3500.00000 3500.00 CLEARING RIGHT OF WAY | | | 0011 202-02241 7.620 m | 50.00000 381.00| 15.00000 114.30| 20.00000 152.40 GUARDRAIL, REMOVE | | | 0012 202-51328 LUMP | 26000.00000 26000.00| 10000.00000 10000.00| 50280.00000 50280.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 205-06937 14.600 m | 70.00000 1022.00| 20.00000 292.00| 8.25000 120.45 TEMPORARY SILT FENCE | | | 0014 210-05811 4.000 EACH | 1100.00000 4400.00| 2000.00000 8000.00| 6138.00000 24552.00 REPAIR BEARINGS | | | 0015 210-05811 1.000 EACH | 1100.00000 1100.00| 1000.00000 1000.00| 2793.00000 2793.00 REPAIR LATERAL BRACING ROD | | | 0016 210-05811 1.000 EACH | 6000.00000 6000.00| 5675.00000 5675.00| 5586.00000 5586.00 REPAIR LOWER CHORD MEMBER | | | 0017 210-05811 1.000 EACH | 3500.00000 3500.00| 1050.00000 1050.00| 2674.00000 2674.00 REPAIR PINS | | | 0018 210-05811 2.000 EACH | 9200.00000 18400.00| 800.00000 1600.00| 7641.00000 15282.00 REPAIR TRUSS MEMBERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 200 -3 TABULATION OF BIDS ROUTE : OLD 50 CALL ORDER : 200 CONTRACT ID : B -27827-A COUNTIES : HENDRICKS LETTING DATE : 08/08/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1381845 |( 3 ) 35-1385672 |CLR, INC. |HARVEY, GEORGE R. & SON, INC |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 210-05811 3.000 EACH | 1750.00000 5250.00| 920.00000 2760.00| 2425.00000 7275.00 REPAIR TURNBUCKLE | | | 0020 210-05811 1.000 EACH | 6500.00000 6500.00| 6875.00000 6875.00| 3990.00000 3990.00 REPAIR UPPER CHORD MEMBER | | | 0021 213-52830 18.500 m3 | 150.00000 2775.00| 100.00000 1850.00| 346.89000 6417.47 FLOWABLE MORTAR | | | 0022 601-03667 97.240 m | 815.00000 79250.60| 680.00000 66123.20| 884.19000 85978.64 RAILING, ORNAMENTAL | | | 0023 601-05999 8.000 EACH | 75.00000 600.00| 45.00000 360.00| 38.00000 304.00 CURVED TERMINAL END | | | 0024 601-99105 7.620 m | 240.00000 1828.80| 130.00000 990.60| 110.00000 838.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 619-05926 LUMP | 2900.00000 2900.00| 2200.00000 2200.00| 300.00000 300.00 ENVIRONMENTAL CONTROL | | | 0026 619-51859 LUMP | 68000.00000 68000.00| 75000.00000 75000.00| 37000.00000 37000.00 PAINT STEEL BRIDGE | | | 0027 619-61000 LUMP | 47000.00000 47000.00| 108000.00000 108000.00| 130000.00000 130000.00 CLEAN STEEL BRIDGE | | | 0028 710-51870 30.100 m2 | 120.00000 3612.00| 250.00000 7525.00| 131.22000 3949.72 REPOINTING MASONRY IN STRUCTURES | | | 0029 711-01373 22.000 EACH | 675.00000 14850.00| 305.00000 6710.00| 647.70000 14249.40 BOLT , U-BOLT ASSEMBLY | | | 0030 711-51035 9682.000 kg | 7.85000 76003.70| 6.25000 60512.50| 6.83000 66128.06 STRUCTURAL STEEL , RESTORATION | | | 0031 711-51035 6952.000 kg | 3.00000 20856.00| 2.50000 17380.00| 3.49000 24262.48 STRUCTURAL STEEL , STRINGERS | | | 0032 711-51876 LUMP | 15400.00000 15400.00| 36000.00000 36000.00| 14173.00000 14173.00 JACKING AND SUPPORTING TRUSSES | | | 0033 712-94080 265.100 m2 | 57.65000 15283.02| 73.00000 19352.30| 103.17000 27350.37 TIMBER DECK , TREATED, NOMINAL | | | 0034 715-05147 15.000 m | 74.00000 1110.00| 60.00000 900.00| 73.40000 1101.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0035 801-03290 4.000 EACH | 205.00000 820.00| 215.00000 860.00| 300.00000 1200.00 CONSTRUCTION SIGN, C | | | 0036 801-06640 3.000 EACH | 205.00000 615.00| 215.00000 645.00| 140.00000 420.00 CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP | 1200.00000 1200.00| 3600.00000 3600.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 469,834.12| $ 488,673.90| $ 580,355.19 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 469,834.12| $ 488,673.90| $ 580,355.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 200 -4 TABULATION OF BIDS ROUTE : OLD 50 CALL ORDER : 200 CONTRACT ID : B -27827-A COUNTIES : HENDRICKS LETTING DATE : 08/08/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1618530 |( ) |ERBER & MILLIGAN CONSTR. CO. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, PEDESTRIAN BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 7500.00000 7500.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1250.00000 5000.00| 3500.00000 14000.00| FIELD OFFICE, A | | | 0003 105-09198 4.000 MOS | 300.00000 1200.00| 150.00000 600.00| LAPTOP COMPUTER SYSTEM | | | 0004 105-09199 1.000 MOS | 250.00000 250.00| 250.00000 250.00| FIELD OFFICE INTERNET SERVICE | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 28500.00000 28500.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 4500.00000 4500.00| 10000.00000 10000.00| CLEARING RIGHT OF WAY | | | 0011 202-02241 7.620 m | 10.00000 76.20| 22.00000 167.64| GUARDRAIL, REMOVE | | | 0012 202-51328 LUMP | 55000.00000 55000.00| 158000.00000 158000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 205-06937 14.600 m | 25.00000 365.00| 35.00000 511.00| TEMPORARY SILT FENCE | | | 0014 210-05811 4.000 EACH | 2500.00000 10000.00| 4500.00000 18000.00| REPAIR BEARINGS | | | 0015 210-05811 1.000 EACH | 3500.00000 3500.00| 4500.00000 4500.00| REPAIR LATERAL BRACING ROD | | | 0016 210-05811 1.000 EACH | 3500.00000 3500.00| 8500.00000 8500.00| REPAIR LOWER CHORD MEMBER | | | 0017 210-05811 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00| REPAIR PINS | | | 0018 210-05811 2.000 EACH | 9000.00000 18000.00| 5000.00000 10000.00| REPAIR TRUSS MEMBERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 200 -5 TABULATION OF BIDS ROUTE : OLD 50 CALL ORDER : 200 CONTRACT ID : B -27827-A COUNTIES : HENDRICKS LETTING DATE : 08/08/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1618530 |( ) |ERBER & MILLIGAN CONSTR. CO. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 210-05811 3.000 EACH | 850.00000 2550.00| 4000.00000 12000.00| REPAIR TURNBUCKLE | | | 0020 210-05811 1.000 EACH | 4500.00000 4500.00| 9000.00000 9000.00| REPAIR UPPER CHORD MEMBER | | | 0021 213-52830 18.500 m3 | 200.00000 3700.00| 250.00000 4625.00| FLOWABLE MORTAR | | | 0022 601-03667 97.240 m | 850.00000 82654.00| 1600.00000 155584.00| RAILING, ORNAMENTAL | | | 0023 601-05999 8.000 EACH | 50.00000 400.00| 40.00000 320.00| CURVED TERMINAL END | | | 0024 601-99105 7.620 m | 100.00000 762.00| 125.00000 952.50| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 619-05926 LUMP | 5000.00000 5000.00| 2100.00000 2100.00| ENVIRONMENTAL CONTROL | | | 0026 619-51859 LUMP | 135000.00000 135000.00| 72000.00000 72000.00| PAINT STEEL BRIDGE | | | 0027 619-61000 LUMP | 30000.00000 30000.00| 105000.00000 105000.00| CLEAN STEEL BRIDGE | | | 0028 710-51870 30.100 m2 | 200.00000 6020.00| 250.00000 7525.00| REPOINTING MASONRY IN STRUCTURES | | | 0029 711-01373 22.000 EACH | 350.00000 7700.00| 5000.00000 110000.00| BOLT , U-BOLT ASSEMBLY | | | 0030 711-51035 9682.000 kg | 10.00000 96820.00| 17.00000 164594.00| STRUCTURAL STEEL , RESTORATION | | | 0031 711-51035 6952.000 kg | 6.50000 45188.00| 13.00000 90376.00| STRUCTURAL STEEL , STRINGERS | | | 0032 711-51876 LUMP | 12500.00000 12500.00| 29000.00000 29000.00| JACKING AND SUPPORTING TRUSSES | | | 0033 712-94080 265.100 m2 | 100.00000 26510.00| 165.00000 43741.50| TIMBER DECK , TREATED, NOMINAL | | | 0034 715-05147 15.000 m | 100.00000 1500.00| 100.00000 1500.00| PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0035 801-03290 4.000 EACH | 300.00000 1200.00| 200.00000 800.00| CONSTRUCTION SIGN, C | | | 0036 801-06640 3.000 EACH | 350.00000 1050.00| 200.00000 600.00| CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP | 500.00000 500.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 603,449.20| $ 1,093,750.64| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 603,449.20| $ 1,093,750.64| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -1 VENDOR RANKING CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 06/16/08 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9933044 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 461,185.11 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 462,580.53 100.3026% 3 35-1549010 MCALISTER EXCAVATING CO, INC $ 479,232.61 103.9133% 4 35-1357381 DAVE O`MARA CONTRACTOR $ 498,360.86 108.0609% 5 35-1385672 FORCE CONSTRUCTION CO. INC. $ 522,923.79 113.3870% 6 35-1128289 BEATY CONSTRUCTION INC $ 527,350.01 114.3467% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 579,179.00 125.5849% 8 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 592,328.29 128.4361% 9 35-1609544 SCHUTT-LOOKABILL CO $ 687,985.15 149.1777% 10 35-1618530 AMERICAN CONTRACTING & SERVICES $ 703,587.10 152.5607% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -2 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1364963 |( 3 ) 35-1549010 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. |MCALISTER EXCAVATING CO, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 5200.00000 5200.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1500.00000 15000.00| 1100.00000 11000.00| 1800.00000 18000.00 FIELD OFFICE, A | | | 0003 105-09198 20.000 MOS | 175.00000 3500.00| 180.00000 3600.00| 350.00000 7000.00 LAPTOP COMPUTER SYSTEM | | | 0004 105-09199 10.000 MOS | 60.00000 600.00| 125.00000 1250.00| 75.00000 750.00 FIELD OFFICE INTERNET SERVICE | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 23000.00000 23000.00| 22500.00000 22500.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 5000.00000 5000.00| 4500.00000 4500.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0012 202-51330 LUMP | 25000.00000 25000.00| 27500.00000 27500.00| 17000.00000 17000.00 PRESENT STRUCTURE, REMOVE | | | 0013 203-02000 920.000 m3 | 10.00000 9200.00| 14.50000 13340.00| 12.50000 11500.00 EXCAVATION, COMMON | | | 0014 203-02070 260.000 m3 | 10.00000 2600.00| 13.50000 3510.00| 15.00000 3900.00 BORROW | | | 0015 203-51223 470.000 m3 | 10.00000 4700.00| 15.50000 7285.00| 13.00000 6110.00 EXCAVATION, WATERWAY | | | 0016 205-06934 1.000 Mg | 450.00000 450.00| 450.00000 450.00| 417.00000 417.00 TEMPORARY MULCHING | | | 0017 205-06937 212.000 m | 5.00000 1060.00| 2.50000 530.00| 2.40000 508.80 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -3 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1364963 |( 3 ) 35-1549010 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. |MCALISTER EXCAVATING CO, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 207-08267 1228.000 m2 | 8.00000 9824.00| 8.50000 10438.00| 8.00000 9824.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0019 211-06467 26.000 m3 | 40.00000 1040.00| 50.00000 1300.00| 46.00000 1196.00 AGGREGATE FOR END BENT BACKFILL | | | 0020 211-07454 9.000 m3 | 40.00000 360.00| 50.00000 450.00| 26.00000 234.00 STRUCTURE BACKFILL | | | 0021 301-07448 836.000 Mg | 24.00000 20064.00| 24.00000 20064.00| 22.00000 18392.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-07455 14.000 m3 | 40.00000 560.00| 55.00000 770.00| 33.00000 462.00 DENSE GRADED SUBBASE | | | 0023 306-08043 166.000 m2 | 10.00000 1660.00| 10.00000 1660.00| 18.00000 2988.00 MILLING, TRANSITION | | | 0024 402-07432 137.000 Mg | 105.00000 14385.00| 106.00000 14522.00| 99.00000 13563.00 HMA SURFACE, TYPE A | | | 0025 402-07435 202.000 Mg | 82.00000 16564.00| 82.00000 16564.00| 88.00000 17776.00 HMA INTERMEDIATE, TYPE A | | | 0026 405-05518 1212.000 m2 | 0.10000 121.20| 0.05000 60.60| 0.50000 606.00 ASPHALT FOR PRIME COAT | | | 0027 406-05521 1227.000 m2 | 0.11000 134.97| 0.10000 122.70| 0.35000 429.45 ASPHALT FOR TACK COAT | | | 0028 601-01839 1.000 EACH | 2400.00000 2400.00| 1825.00000 1825.00| 1950.00000 1950.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0029 601-05586 1.000 EACH | 2400.00000 2400.00| 2050.00000 2050.00| 2300.00000 2300.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0030 601-06037 2.000 EACH | 1750.00000 3500.00| 775.00000 1550.00| 900.00000 1800.00 GUARDRAIL END TREATMENT, I | | | 0031 601-06374 4.000 EACH | 875.00000 3500.00| 735.00000 2940.00| 850.00000 3400.00 GUARDRAIL TRANSITION, TGS-1 | | | 0032 601-99105 57.150 m | 65.00000 3714.75| 55.00000 3143.25| 58.00000 3314.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 603-06040 265.000 m | 28.00000 7420.00| 23.50000 6227.50| 27.50000 7287.50 FENCE, FARM FIELD, 1190 mm | | | 0034 603-95915 1.000 EACH | 4000.00000 4000.00| 4850.00000 4850.00| 5200.00000 5200.00 CATTLE GUARD | | | 0035 603-04847 1.000 EACH | 1650.00000 1650.00| 2400.00000 2400.00| 2650.00000 2650.00 FENCE GATE , FARM FIELD, 1190 mm X 7.0 | | | 0036 609-06257 92.000 m2 | 100.00000 9200.00| 82.50000 7590.00| 55.00000 5060.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -4 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1364963 |( 3 ) 35-1549010 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. |MCALISTER EXCAVATING CO, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 610-07486 29.000 Mg | 200.00000 5800.00| 200.00000 5800.00| 99.00000 2871.00 HMA FOR APPROACHES, TYPE A | | | 0038 611-06497 2.000 EACH | 175.00000 350.00| 165.00000 330.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0039 616-02320 696.000 m2 | 3.50000 2436.00| 3.00000 2088.00| 2.75000 1914.00 GEOTEXTILES | | | 0040 616-05688 382.000 Mg | 35.00000 13370.00| 35.00000 13370.00| 24.50000 9359.00 RIPRAP, CLASS 1 | | | 0041 616-06405 149.000 Mg | 30.00000 4470.00| 26.00000 3874.00| 21.50000 3203.50 RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH | 660.00000 1320.00| 630.00000 1260.00| 675.00000 1350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-02770 1790.000 m2 | 1.80000 3222.00| 1.90000 3401.00| 1.89000 3383.10 EROSION CONTROL BLANKET | | | 0044 621-06545 1.000 Mg | 650.00000 650.00| 600.00000 600.00| 648.00000 648.00 FERTILIZER | | | 0045 621-06557 45.000 kg | 5.00000 225.00| 5.00000 225.00| 5.00000 225.00 SEED MIXTURE, T | | | 0046 621-06559 2330.000 m2 | 1.00000 2330.00| 0.50000 1165.00| 0.51000 1188.30 MULCHED SEEDING, R | | | 0047 621-06567 8.000 kL | 1.75000 14.00| 1.50000 12.00| 1.50000 12.00 WATER | | | 0048 621-06574 94.000 m2 | 5.50000 517.00| 5.50000 517.00| 6.50000 611.00 SODDING | | | 0049 621-06575 321.000 m2 | 5.50000 1765.50| 5.50000 1765.50| 6.50000 2086.50 SODDING, NURSERY | | | 0050 622-98200 4.000 EACH | 25.00000 100.00| 45.00000 180.00| 45.00000 180.00 SIGN, DO NOT DISTURB | | | 0051 701-51195 144.000 m | 150.00000 21600.00| 160.00000 23040.00| 175.00000 25200.00 PILE, STEEL H, HP 310 X 79 | | | 0052 701-91792 12.000 EACH | 125.00000 1500.00| 110.00000 1320.00| 110.00000 1320.00 PILE TIP, STEEL H | | | 0053 702-92857 12.600 m3 | 500.00000 6300.00| 600.00000 7560.00| 650.00000 8190.00 CONCRETE, C, SUBSTRUCTURE | | | 0054 703-51032 10640.000 kg | 2.00000 21280.00| 2.00000 21280.00| 2.21000 23514.40 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 95.000 m3 | 500.00000 47500.00| 550.00000 52250.00| 600.00000 57000.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -5 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1364963 |( 3 ) 35-1549010 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. |MCALISTER EXCAVATING CO, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 706-06344 57.152 m | 220.00000 12573.44| 200.00000 11430.40| 225.00000 12859.20 RAILING, TS-1 | | | 0057 707-06831 93.900 m | 1100.00000 103290.00| 1000.00000 93900.00| 1060.00000 99534.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm x 1067 mm | | | 0058 709-51821 LUMP | 3000.00000 3000.00| 3750.00000 3750.00| 1650.00000 1650.00 SURFACE SEAL | | | 0059 715-05169 45.000 m | 50.00000 2250.00| 75.00000 3375.00| 90.00000 4050.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-05407 22.000 m | 10.00000 220.00| 17.50000 385.00| 27.00000 594.00 PIPE, END BENT DRAIN, 150 mm | | | 0061 715-46005 3.000 EACH | 225.00000 675.00| 300.00000 900.00| 210.00000 630.00 PIPE END SECTION, 375 mm | | | 0062 720-45230 2.000 EACH | 1000.00000 2000.00| 1750.00000 3500.00| 1500.00000 3000.00 CATCH BASIN, D6 | | | 0063 801-03290 4.000 EACH | 220.00000 880.00| 220.00000 880.00| 225.00000 900.00 CONSTRUCTION SIGN, C | | | 0064 801-04308 4.000 EACH | 330.00000 1320.00| 350.00000 1400.00| 335.00000 1340.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06625 9.000 EACH | 117.00000 1053.00| 125.00000 1125.00| 125.00000 1125.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 8.000 EACH | 143.00000 1144.00| 150.00000 1200.00| 165.00000 1320.00 CONSTRUCTION SIGN, A | | | 0067 801-07118 14.400 m | 30.00000 432.00| 35.00000 504.00| 31.00000 446.40 BARRICADE, III-A | | | 0068 801-07119 14.400 m | 34.00000 489.60| 40.00000 576.00| 37.00000 532.80 BARRICADE, III-B | | | 0069 802-76025 1.046 m2 | 275.00000 287.65| 230.00000 240.58| 260.00000 271.96 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 802-76055 8.000 m | 26.00000 208.00| 22.50000 180.00| 25.00000 200.00 SIGN POST, A | | | SECTION TOTALS | $ 461,185.11| $ 462,580.53| $ 479,232.61 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 461,185.11| $ 462,580.53| $ 479,232.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -6 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1385672 |( 6 ) 35-1128289 |DAVE O`MARA CONTRACTOR |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 13000.00000 13000.00| 6500.00000 6500.00| 6775.00000 6775.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1400.00000 14000.00| 1767.00000 17670.00| 1500.00000 15000.00 FIELD OFFICE, A | | | 0003 105-09198 20.000 MOS | 400.00000 8000.00| 295.00000 5900.00| 200.00000 4000.00 LAPTOP COMPUTER SYSTEM | | | 0004 105-09199 10.000 MOS | 140.00000 1400.00| 139.00000 1390.00| 50.00000 500.00 FIELD OFFICE INTERNET SERVICE | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 25000.00000 25000.00| 25000.00000 25000.00| 26350.00000 26350.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 22000.00000 22000.00| 11299.00000 11299.00| 5270.00000 5270.00 CLEARING RIGHT OF WAY | | | 0012 202-51330 LUMP | 19000.00000 19000.00| 53000.00000 53000.00| 46070.42000 46070.42 PRESENT STRUCTURE, REMOVE | | | 0013 203-02000 920.000 m3 | 15.50000 14260.00| 20.00000 18400.00| 12.50000 11500.00 EXCAVATION, COMMON | | | 0014 203-02070 260.000 m3 | 12.00000 3120.00| 28.00000 7280.00| 21.50000 5590.00 BORROW | | | 0015 203-51223 470.000 m3 | 12.50000 5875.00| 29.00000 13630.00| 25.00000 11750.00 EXCAVATION, WATERWAY | | | 0016 205-06934 1.000 Mg | 900.00000 900.00| 416.25000 416.25| 530.00000 530.00 TEMPORARY MULCHING | | | 0017 205-06937 212.000 m | 5.00000 1060.00| 2.08000 440.96| 5.20000 1102.40 TEMPORARY SILT FENCE | | | 0018 207-08267 1228.000 m2 | 8.80000 10806.40| 8.25000 10131.00| 9.00000 11052.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -7 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1385672 |( 6 ) 35-1128289 |DAVE O`MARA CONTRACTOR |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-06467 26.000 m3 | 115.00000 2990.00| 59.50000 1547.00| 80.00000 2080.00 AGGREGATE FOR END BENT BACKFILL | | | 0020 211-07454 9.000 m3 | 52.00000 468.00| 89.00000 801.00| 80.00000 720.00 STRUCTURE BACKFILL | | | 0021 301-07448 836.000 Mg | 19.00000 15884.00| 23.00000 19228.00| 27.00000 22572.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-07455 14.000 m3 | 84.00000 1176.00| 69.00000 966.00| 80.00000 1120.00 DENSE GRADED SUBBASE | | | 0023 306-08043 166.000 m2 | 14.00000 2324.00| 15.00000 2490.00| 21.00000 3486.00 MILLING, TRANSITION | | | 0024 402-07432 137.000 Mg | 90.00000 12330.00| 98.00000 13426.00| 102.00000 13974.00 HMA SURFACE, TYPE A | | | 0025 402-07435 202.000 Mg | 80.00000 16160.00| 76.00000 15352.00| 91.00000 18382.00 HMA INTERMEDIATE, TYPE A | | | 0026 405-05518 1212.000 m2 | 1.00000 1212.00| 1.75000 2121.00| 1.30000 1575.60 ASPHALT FOR PRIME COAT | | | 0027 406-05521 1227.000 m2 | 0.30000 368.10| 0.10000 122.70| 0.35000 429.45 ASPHALT FOR TACK COAT | | | 0028 601-01839 1.000 EACH | 1900.00000 1900.00| 1775.00000 1775.00| 1775.00000 1775.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0029 601-05586 1.000 EACH | 2100.00000 2100.00| 2005.00000 2005.00| 2005.00000 2005.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0030 601-06037 2.000 EACH | 780.00000 1560.00| 750.00000 1500.00| 750.00000 1500.00 GUARDRAIL END TREATMENT, I | | | 0031 601-06374 4.000 EACH | 730.00000 2920.00| 710.00000 2840.00| 710.00000 2840.00 GUARDRAIL TRANSITION, TGS-1 | | | 0032 601-99105 57.150 m | 53.00000 3028.95| 51.00000 2914.65| 51.00000 2914.65 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 603-06040 265.000 m | 24.00000 6360.00| 22.90000 6068.50| 22.90000 6068.50 FENCE, FARM FIELD, 1190 mm | | | 0034 603-95915 1.000 EACH | 4300.00000 4300.00| 5873.00000 5873.00| 7260.00000 7260.00 CATTLE GUARD | | | 0035 603-04847 1.000 EACH | 2500.00000 2500.00| 2350.00000 2350.00| 2350.00000 2350.00 FENCE GATE , FARM FIELD, 1190 mm X 7.0 | | | 0036 609-06257 92.000 m2 | 59.00000 5428.00| 68.00000 6256.00| 105.00000 9660.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -8 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1385672 |( 6 ) 35-1128289 |DAVE O`MARA CONTRACTOR |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 610-07486 29.000 Mg | 90.00000 2610.00| 179.00000 5191.00| 102.00000 2958.00 HMA FOR APPROACHES, TYPE A | | | 0038 611-06497 2.000 EACH | 190.00000 380.00| 175.00000 350.00| 175.00000 350.00 MAILBOX ASSEMBLY, SINGLE | | | 0039 616-02320 696.000 m2 | 3.90000 2714.40| 3.00000 2088.00| 3.50000 2436.00 GEOTEXTILES | | | 0040 616-05688 382.000 Mg | 25.50000 9741.00| 27.40000 10466.80| 40.00000 15280.00 RIPRAP, CLASS 1 | | | 0041 616-06405 149.000 Mg | 22.50000 3352.50| 30.00000 4470.00| 40.00000 5960.00 RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH | 725.00000 1450.00| 600.00000 1200.00| 675.00000 1350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-02770 1790.000 m2 | 1.95000 3490.50| 1.66000 2971.40| 1.70000 3043.00 EROSION CONTROL BLANKET | | | 0044 621-06545 1.000 Mg | 1500.00000 1500.00| 578.00000 578.00| 780.00000 780.00 FERTILIZER | | | 0045 621-06557 45.000 kg | 22.50000 1012.50| 4.53000 203.85| 11.00000 495.00 SEED MIXTURE, T | | | 0046 621-06559 2330.000 m2 | 0.95000 2213.50| 0.45000 1048.50| 0.70000 1631.00 MULCHED SEEDING, R | | | 0047 621-06567 8.000 kL | 11.00000 88.00| 1.32000 10.56| 10.00000 80.00 WATER | | | 0048 621-06574 94.000 m2 | 7.80000 733.20| 4.78000 449.32| 8.50000 799.00 SODDING | | | 0049 621-06575 321.000 m2 | 7.80000 2503.80| 4.78000 1534.38| 8.50000 2728.50 SODDING, NURSERY | | | 0050 622-98200 4.000 EACH | 50.00000 200.00| 40.00000 160.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0051 701-51195 144.000 m | 190.00000 27360.00| 137.22000 19759.68| 91.00000 13104.00 PILE, STEEL H, HP 310 X 79 | | | 0052 701-91792 12.000 EACH | 120.00000 1440.00| 103.00000 1236.00| 150.00000 1800.00 PILE TIP, STEEL H | | | 0053 702-92857 12.600 m3 | 450.00000 5670.00| 587.00000 7396.20| 1200.00000 15120.00 CONCRETE, C, SUBSTRUCTURE | | | 0054 703-51032 10640.000 kg | 2.00000 21280.00| 1.96000 20854.40| 2.00000 21280.00 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 95.000 m3 | 535.00000 50825.00| 660.00000 62700.00| 750.00000 71250.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -9 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1385672 |( 6 ) 35-1128289 |DAVE O`MARA CONTRACTOR |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 706-06344 57.152 m | 200.00000 11430.40| 194.00000 11087.49| 194.00000 11087.49 RAILING, TS-1 | | | 0057 707-06831 93.900 m | 1180.00000 110802.00| 1015.00000 95308.50| 1000.00000 93900.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm x 1067 mm | | | 0058 709-51821 LUMP | 2000.00000 2000.00| 1580.00000 1580.00| 1580.00000 1580.00 SURFACE SEAL | | | 0059 715-05169 45.000 m | 93.00000 4185.00| 43.00000 1935.00| 85.00000 3825.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-05407 22.000 m | 32.00000 704.00| 24.00000 528.00| 21.00000 462.00 PIPE, END BENT DRAIN, 150 mm | | | 0061 715-46005 3.000 EACH | 260.00000 780.00| 372.00000 1116.00| 300.00000 900.00 PIPE END SECTION, 375 mm | | | 0062 720-45230 2.000 EACH | 1250.00000 2500.00| 2382.00000 4764.00| 1700.00000 3400.00 CATCH BASIN, D6 | | | 0063 801-03290 4.000 EACH | 225.00000 900.00| 200.00000 800.00| 200.00000 800.00 CONSTRUCTION SIGN, C | | | 0064 801-04308 4.000 EACH | 325.00000 1300.00| 300.00000 1200.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06625 9.000 EACH | 125.00000 1125.00| 107.00000 963.00| 110.00000 990.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 8.000 EACH | 165.00000 1320.00| 130.00000 1040.00| 150.00000 1200.00 CONSTRUCTION SIGN, A | | | 0067 801-07118 14.400 m | 29.00000 417.60| 26.74000 385.06| 27.00000 388.80 BARRICADE, III-A | | | 0068 801-07119 14.400 m | 33.00000 475.20| 31.08000 447.55| 32.00000 460.80 BARRICADE, III-B | | | 0069 802-76025 1.046 m2 | 235.00000 245.81| 224.70000 235.04| 226.00000 236.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 802-76055 8.000 m | 22.00000 176.00| 21.00000 168.00| 21.00000 168.00 SIGN POST, A | | | SECTION TOTALS | $ 498,360.86| $ 522,923.79| $ 527,350.01 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 498,360.86| $ 522,923.79| $ 527,350.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -10 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1917625 |( 8 ) 31-1323837 |( 9 ) 35-1609544 |MILESTONE CONTRACTORS, L.P. |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 8500.00000 8500.00| 8000.00000 8000.00| 7160.40000 7160.40 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1750.00000 17500.00| 1000.00000 10000.00| 1609.11000 16091.10 FIELD OFFICE, A | | | 0003 105-09198 20.000 MOS | 155.00000 3100.00| 300.00000 6000.00| 246.42000 4928.40 LAPTOP COMPUTER SYSTEM | | | 0004 105-09199 10.000 MOS | 60.00000 600.00| 60.00000 600.00| 261.51000 2615.10 FIELD OFFICE INTERNET SERVICE | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 28950.00000 28950.00| 30000.00000 30000.00| 34399.00000 34399.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 22000.00000 22000.00| 24000.00000 24000.00| 23594.01000 23594.01 CLEARING RIGHT OF WAY | | | 0012 202-51330 LUMP | 49861.25000 49861.25| 21000.00000 21000.00| 112020.00000 112020.00 PRESENT STRUCTURE, REMOVE | | | 0013 203-02000 920.000 m3 | 24.00000 22080.00| 13.00000 11960.00| 52.00000 47840.00 EXCAVATION, COMMON | | | 0014 203-02070 260.000 m3 | 22.00000 5720.00| 2.00000 520.00| 3.03000 787.80 BORROW | | | 0015 203-51223 470.000 m3 | 17.00000 7990.00| 14.00000 6580.00| 39.54000 18583.80 EXCAVATION, WATERWAY | | | 0016 205-06934 1.000 Mg | 550.00000 550.00| 500.00000 500.00| 458.54000 458.54 TEMPORARY MULCHING | | | 0017 205-06937 212.000 m | 5.50000 1166.00| 2.00000 424.00| 2.30000 487.60 TEMPORARY SILT FENCE | | | 0018 207-08267 1228.000 m2 | 1.75000 2149.00| 9.00000 11052.00| 13.23000 16246.44 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -11 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1917625 |( 8 ) 31-1323837 |( 9 ) 35-1609544 |MILESTONE CONTRACTORS, L.P. |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-06467 26.000 m3 | 129.00000 3354.00| 100.00000 2600.00| 50.00000 1300.00 AGGREGATE FOR END BENT BACKFILL | | | 0020 211-07454 9.000 m3 | 39.00000 351.00| 66.00000 594.00| 43.27000 389.43 STRUCTURE BACKFILL | | | 0021 301-07448 836.000 Mg | 23.00000 19228.00| 31.00000 25916.00| 25.34000 21184.24 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-07455 14.000 m3 | 150.00000 2100.00| 90.00000 1260.00| 72.54000 1015.56 DENSE GRADED SUBBASE | | | 0023 306-08043 166.000 m2 | 38.00000 6308.00| 25.00000 4150.00| 28.49000 4729.34 MILLING, TRANSITION | | | 0024 402-07432 137.000 Mg | 98.00000 13426.00| 130.00000 17810.00| 107.96000 14790.52 HMA SURFACE, TYPE A | | | 0025 402-07435 202.000 Mg | 76.00000 15352.00| 104.00000 21008.00| 83.72000 16911.44 HMA INTERMEDIATE, TYPE A | | | 0026 405-05518 1212.000 m2 | 1.75000 2121.00| 2.00000 2424.00| 1.93000 2339.16 ASPHALT FOR PRIME COAT | | | 0027 406-05521 1227.000 m2 | 0.10000 122.70| 0.10000 122.70| 0.11000 134.97 ASPHALT FOR TACK COAT | | | 0028 601-01839 1.000 EACH | 1864.00000 1864.00| 2200.00000 2200.00| 1955.34000 1955.34 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0029 601-05586 1.000 EACH | 2100.00000 2100.00| 2500.00000 2500.00| 2208.71000 2208.71 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0030 601-06037 2.000 EACH | 788.00000 1576.00| 950.00000 1900.00| 826.20000 1652.40 GUARDRAIL END TREATMENT, I | | | 0031 601-06374 4.000 EACH | 745.00000 2980.00| 900.00000 3600.00| 782.14000 3128.56 GUARDRAIL TRANSITION, TGS-1 | | | 0032 601-99105 57.150 m | 53.50000 3057.53| 65.00000 3714.75| 56.18000 3210.69 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 603-06040 265.000 m | 24.00000 6360.00| 29.00000 7685.00| 25.22000 6683.30 FENCE, FARM FIELD, 1190 mm | | | 0034 603-95915 1.000 EACH | 8100.00000 8100.00| 5000.00000 5000.00| 13540.25000 13540.25 CATTLE GUARD | | | 0035 603-04847 1.000 EACH | 2465.00000 2465.00| 2900.00000 2900.00| 2588.76000 2588.76 FENCE GATE , FARM FIELD, 1190 mm X 7.0 | | | 0036 609-06257 92.000 m2 | 110.00000 10120.00| 180.00000 16560.00| 94.40000 8684.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -12 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1917625 |( 8 ) 31-1323837 |( 9 ) 35-1609544 |MILESTONE CONTRACTORS, L.P. |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 610-07486 29.000 Mg | 179.00000 5191.00| 250.00000 7250.00| 197.19000 5718.51 HMA FOR APPROACHES, TYPE A | | | 0038 611-06497 2.000 EACH | 184.00000 368.00| 220.00000 440.00| 192.78000 385.56 MAILBOX ASSEMBLY, SINGLE | | | 0039 616-02320 696.000 m2 | 2.90000 2018.40| 3.00000 2088.00| 3.51000 2442.96 GEOTEXTILES | | | 0040 616-05688 382.000 Mg | 45.00000 17190.00| 40.00000 15280.00| 53.96000 20612.72 RIPRAP, CLASS 1 | | | 0041 616-06405 149.000 Mg | 41.00000 6109.00| 43.00000 6407.00| 42.61000 6348.89 RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH | 709.00000 1418.00| 1000.00000 2000.00| 660.96000 1321.92 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-02770 1790.000 m2 | 1.75000 3132.50| 2.00000 3580.00| 1.83000 3275.70 EROSION CONTROL BLANKET | | | 0044 621-06545 1.000 Mg | 820.00000 820.00| 650.00000 650.00| 646.67000 646.67 FERTILIZER | | | 0045 621-06557 45.000 kg | 11.50000 517.50| 5.00000 225.00| 4.99000 224.55 SEED MIXTURE, T | | | 0046 621-06559 2330.000 m2 | 0.71000 1654.30| 0.50000 1165.00| 0.50000 1165.00 MULCHED SEEDING, R | | | 0047 621-06567 8.000 kL | 10.50000 84.00| 1.00000 8.00| 1.46000 11.68 WATER | | | 0048 621-06574 94.000 m2 | 8.35000 784.90| 6.00000 564.00| 5.26000 494.44 SODDING | | | 0049 621-06575 321.000 m2 | 8.35000 2680.35| 6.00000 1926.00| 5.26000 1688.46 SODDING, NURSERY | | | 0050 622-98200 4.000 EACH | 26.25000 105.00| 35.00000 140.00| 44.06000 176.24 SIGN, DO NOT DISTURB | | | 0051 701-51195 144.000 m | 89.00000 12816.00| 170.00000 24480.00| 166.89000 24032.16 PILE, STEEL H, HP 310 X 79 | | | 0052 701-91792 12.000 EACH | 89.00000 1068.00| 150.00000 1800.00| 116.00000 1392.00 PILE TIP, STEEL H | | | 0053 702-92857 12.600 m3 | 990.00000 12474.00| 750.00000 9450.00| 1276.00000 16077.60 CONCRETE, C, SUBSTRUCTURE | | | 0054 703-51032 10640.000 kg | 2.10000 22344.00| 2.50000 26600.00| 2.04000 21705.60 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 95.000 m3 | 790.00000 75050.00| 970.00000 92150.00| 537.00000 51015.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -13 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1917625 |( 8 ) 31-1323837 |( 9 ) 35-1609544 |MILESTONE CONTRACTORS, L.P. |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 706-06344 57.152 m | 200.00000 11430.40| 280.00000 16002.56| 225.27000 12874.63 RAILING, TS-1 | | | 0057 707-06831 93.900 m | 1165.00000 109393.50| 1175.00000 110332.50| 1090.93000 102438.33 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm x 1067 mm | | | 0058 709-51821 LUMP | 1755.00000 1755.00| 2000.00000 2000.00| 3866.62000 3866.62 SURFACE SEAL | | | 0059 715-05169 45.000 m | 180.00000 8100.00| 94.00000 4230.00| 131.10000 5899.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-05407 22.000 m | 42.00000 924.00| 4.00000 88.00| 33.00000 726.00 PIPE, END BENT DRAIN, 150 mm | | | 0061 715-46005 3.000 EACH | 360.00000 1080.00| 98.00000 294.00| 367.29000 1101.87 PIPE END SECTION, 375 mm | | | 0062 720-45230 2.000 EACH | 2000.00000 4000.00| 1750.00000 3500.00| 2452.72000 4905.44 CATCH BASIN, D6 | | | 0063 801-03290 4.000 EACH | 210.00000 840.00| 250.00000 1000.00| 220.32000 881.28 CONSTRUCTION SIGN, C | | | 0064 801-04308 4.000 EACH | 315.00000 1260.00| 380.00000 1520.00| 330.48000 1321.92 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06625 9.000 EACH | 112.00000 1008.00| 130.00000 1170.00| 117.87000 1060.83 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 8.000 EACH | 137.00000 1096.00| 166.00000 1328.00| 143.21000 1145.68 CONSTRUCTION SIGN, A | | | 0067 801-07118 14.400 m | 28.00000 403.20| 34.00000 489.60| 29.46000 424.22 BARRICADE, III-A | | | 0068 801-07119 14.400 m | 33.00000 475.20| 40.00000 576.00| 34.24000 493.06 BARRICADE, III-B | | | 0069 802-76025 1.046 m2 | 245.00000 256.27| 330.00000 345.18| 248.96000 260.41 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 802-76055 8.000 m | 22.00000 176.00| 83.00000 664.00| 23.13000 185.04 SIGN POST, A | | | SECTION TOTALS | $ 579,179.00| $ 592,328.29| $ 687,985.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 579,179.00| $ 592,328.29| $ 687,985.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -14 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 8000.00000 8000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 2500.00000 25000.00| | FIELD OFFICE, A | | | 0003 105-09198 20.000 MOS | 100.00000 2000.00| | LAPTOP COMPUTER SYSTEM | | | 0004 105-09199 10.000 MOS | 60.00000 600.00| | FIELD OFFICE INTERNET SERVICE | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08442 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 35000.00000 35000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 7000.00000 7000.00| | CLEARING RIGHT OF WAY | | | 0012 202-51330 LUMP | 59000.00000 59000.00| | PRESENT STRUCTURE, REMOVE | | | 0013 203-02000 920.000 m3 | 15.00000 13800.00| | EXCAVATION, COMMON | | | 0014 203-02070 260.000 m3 | 20.00000 5200.00| | BORROW | | | 0015 203-51223 470.000 m3 | 15.00000 7050.00| | EXCAVATION, WATERWAY | | | 0016 205-06934 1.000 Mg | 450.00000 450.00| | TEMPORARY MULCHING | | | 0017 205-06937 212.000 m | 2.25000 477.00| | TEMPORARY SILT FENCE | | | 0018 207-08267 1228.000 m2 | 12.00000 14736.00| | SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/09/07 PAGE : 210 -15 TABULATION OF BIDS ROUTE : US 40 CALL ORDER : 210 CONTRACT ID : B -28361-A COUNTIES : HENRY LETTING DATE : 08/08/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-06467 26.000 m3 | 100.00000 2600.00| | AGGREGATE FOR END BENT BACKFILL | | | 0020 211-07454 9.000 m3 | 100.00000 900.00| | STRUCTURE BACKFILL | | | 0021 301-07448 836.000 Mg | 24.00000 20064.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-07455 14.000 m3 | 150.00000 2100.00| | DENSE GRADED SUBBASE | | | 0023 306-08043 166.000 m2 | 30.00000 4980.00| | MILLING, TRANSITION | | | 0024 402-07432 137.000 Mg | 100.00000 13700.00| | HMA SURFACE, TYPE A | | | 0025 402-07435 202.000 Mg | 80.00000 16160.00| | HMA INTERMEDIATE, TYPE A | | | 0026 405-05518 1212.000 m2 | 2.00000 2424.00| | ASPHALT FOR PRIME COAT | | | 0027 406-05521 1227.000 m2 | 0.15000 184.05| | ASPHALT FOR TACK COAT | | | 0028 601-01839 1.000 EACH | 1800.00000 1800.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0029 601-05586 1.000 EACH | 2100.00000 2100.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0030 601-06037 2.000 EACH | 800.00000 1600.00| | GUARDRAIL END TREATMENT, I | | | 0031 601-06374 4.000 EACH | 800.00000 3200.00| | GUARDRAIL TRANSITION, TGS-1 | | | 0032 601-99105 57.150 m | 55.00000 3143.25| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 603-06040 265.000 m | 24.00000 6360.00| | FENCE, FARM FIELD, 1190 mm | |