INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 180 -1 VENDOR RANKING CALL ORDER : 180 CONTRACT ID : SR -30318-A COUNTIES : BOONE LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/30/10 LOCATION : ON I-865 FROM I-65 TO I-465 PROJECT(S) : 0501249 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,608,700.00 100.0000% 2 35-1139301 E & B PAVING INC $ 2,794,815.42 107.1344% 3 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 2,804,800.00 107.5172% 4 35-1917625 MILESTONE CONTRACTORS LP $ 2,895,474.00 110.9930% 5 31-4351261 SHELLY & SANDS INC AND SUBSIDIARIES $ 3,494,215.88 133.9447% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 180 -2 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : SR -30318-A COUNTIES : BOONE LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |E & B PAVING INC |CALUMET CIVIL CONTRACTORS INC 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 | 1000.00000 1000.00| 8800.00000 8800.00| 2820.90000 2820.90 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 75.00000 150.00| 150.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 100.00000 2400.00| 60.00000 1440.00| 150.00000 3600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 61039.48000 61039.48| 139750.00000 139750.00| 135000.00000 135000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 202-02676 335.000 TON | 8.00000 2680.00| 9.00000 3015.00| 5.00000 1675.00 TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0013 303-07449 4192.000 TON | 19.00000 79648.00| 21.45000 89918.40| 20.00000 83840.00 COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07783 1650.000 TON | 144.00000 237600.00| 105.00000 173250.00| 85.00000 140250.00 HMA PATCHING, TYPE D | | | 0015 306-08034 7228.220 SYS | 1.10000 7951.04| 0.85000 6143.99| 1.20000 8673.86 MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08036 125647.560 SYS | 0.36000 45233.12| 0.45000 56541.40| 0.60000 75388.54 MILLING, ASPHALT, 2 IN. | | | 0017 306-08042 35480.000 SYS | 0.55000 19514.00| 0.85000 30158.00| 0.70000 24836.00 MILLING, SCARIFICATION/PROFILE | | | 0018 401-06264 LUMP | 4200.00000 4200.00| 16000.00000 16000.00| 3925.00000 3925.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 180 -3 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : SR -30318-A COUNTIES : BOONE LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |E & B PAVING INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 401-07335 11050.000 TON | 66.25000 732062.50| 68.00000 751400.00| 70.00000 773500.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0020 401-07404 19868.020 TON | 50.55000 1004328.41| 49.00000 973532.98| 55.00000 1092741.10 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0021 406-05520 42.500 TON | 500.00000 21250.00| 650.00000 27625.00| 500.00000 21250.00 ASPHALT FOR TACK COAT | | | 0022 506-06333 96.000 SYS | 210.00000 20160.00| 140.00000 13440.00| 190.00000 18240.00 PCCP PATCHING, FULL DEPTH | | | 0024 616-06451 500.000 TON | 47.00000 23500.00| 25.00000 12500.00| 24.00000 12000.00 RIPRAP, UNIFORM (Undisturbed quantity) | | | 0025 628-09402 12.000 MOS | 2300.00000 27600.00| 1600.00000 19200.00| 2500.00000 30000.00 FIELD OFFICE, B | | | 0026 801-01093 2.000 EACH | 1500.00000 3000.00| 700.00000 1400.00| 1500.00000 3000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0027 801-03290 4.000 EACH | 165.00000 660.00| 135.00000 540.00| 165.00000 660.00 CONSTRUCTION SIGN, C | | | 0028 801-06203 8975.000 LFT | 0.50000 4487.50| 0.25000 2243.75| 0.31000 2782.25 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 8975.000 LFT | 1.10000 9872.50| 1.00000 8975.00| 1.35000 12116.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06640 12.000 EACH | 155.00000 1860.00| 110.00000 1320.00| 155.00000 1860.00 CONSTRUCTION SIGN, A | | | 0031 801-06710 200.000 DAY | 5.00000 1000.00| 10.00000 2000.00| 5.00000 1000.00 FLASHING ARROW SIGN | | | 0032 801-06775 LUMP | 35000.00000 35000.00| 97500.00000 97500.00| 67000.00000 67000.00 MAINTAINING TRAFFIC | | | 0034 808-03631 6980.000 LFT | 0.45000 3141.00| 0.30000 2094.00| 0.45000 3141.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0035 808-03632 6980.000 LFT | 0.45000 3141.00| 0.30000 2094.00| 0.45000 3141.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0036 808-06702 8975.000 LFT | 0.50000 4487.50| 0.35000 3141.25| 0.50000 4487.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0037 808-06703 50790.000 LFT | 0.20000 10158.00| 0.30000 15237.00| 0.20000 10158.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0038 808-06705 9608.000 LFT | 0.70000 6725.60| 0.55000 5284.40| 0.70000 6725.60 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0039 808-74811 1745.000 LFT | 0.48000 837.60| 0.60000 1047.00| 0.48000 837.60 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0040 808-75215 1734.000 LFT | 1.10000 1907.40| 2.00000 3468.00| 1.10000 1907.40 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 180 -4 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : SR -30318-A COUNTIES : BOONE LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |E & B PAVING INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 808-75245 50790.000 LFT | 0.20000 10158.00| 0.30000 15237.00| 0.20000 10158.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0042 808-75996 408.000 EACH | 5.00000 2040.00| 4.00000 1632.00| 6.10000 2488.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0043 808-75998 408.000 EACH | 13.20000 5385.60| 20.00000 8160.00| 13.20000 5385.60 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0044 801-09133 4.000 EACH | 3000.00000 12000.00| 4500.00000 18000.00| 3000.00000 12000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0045 610-07788 92.550 TON | 125.00000 11568.75| 95.00000 8792.25| 92.00000 8514.60 HMA FOR APPROACHES, TYPE D | | | 0046 306-08432 382.000 SYS | 3.00000 1146.00| 4.00000 1528.00| 2.00000 764.00 MILLING, APPROACH | | | 0047 401-07338 4125.000 TON | 46.00000 189750.00| 66.00000 272250.00| 53.00000 218625.00 QC/QA-HMA, 1, 64, SURFACE, 12.5 mm | | | SECTION TOTALS | $ 2,608,700.00| $ 2,794,815.42| $ 2,804,800.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,608,700.00| $ 2,794,815.42| $ 2,804,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 180 -5 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : SR -30318-A COUNTIES : BOONE LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-4351261 |( ) |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC | 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 | 10000.00000 10000.00| 4500.00000 4500.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 165.00000 330.00| 42.00000 84.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 70.00000 1680.00| 26.00000 624.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 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| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 145000.00000 145000.00| 180000.00000 180000.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 202-02676 335.000 TON | 5.00000 1675.00| 6.00000 2010.00| TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0013 303-07449 4192.000 TON | 14.00000 58688.00| 18.00000 75456.00| COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07783 1650.000 TON | 192.00000 316800.00| 235.00000 387750.00| HMA PATCHING, TYPE D | | | 0015 306-08034 7228.220 SYS | 0.70000 5059.75| 1.00000 7228.22| MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08036 125647.560 SYS | 0.55000 69106.16| 1.10000 138212.32| MILLING, ASPHALT, 2 IN. | | | 0017 306-08042 35480.000 SYS | 0.70000 24836.00| 0.60000 21288.00| MILLING, SCARIFICATION/PROFILE | | | 0018 401-06264 LUMP | 12000.00000 12000.00| 12000.00000 12000.00| PROFILOGRAPH, HMA | | | 0019 401-07335 11050.000 TON | 65.00000 718250.00| 80.00000 884000.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 180 -6 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : SR -30318-A COUNTIES : BOONE LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-4351261 |( ) |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 401-07404 19868.020 TON | 50.00000 993401.00| 57.00000 1132477.14| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0021 406-05520 42.500 TON | 540.00000 22950.00| 507.00000 21547.50| ASPHALT FOR TACK COAT | | | 0022 506-06333 96.000 SYS | 252.00000 24192.00| 161.00000 15456.00| PCCP PATCHING, FULL DEPTH | | | 0024 616-06451 500.000 TON | 32.00000 16000.00| 23.00000 11500.00| RIPRAP, UNIFORM (Undisturbed quantity) | | | 0025 628-09402 12.000 MOS | 2000.00000 24000.00| 2780.00000 33360.00| FIELD OFFICE, B | | | 0026 801-01093 2.000 EACH | 595.00000 1190.00| 1585.00000 3170.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0027 801-03290 4.000 EACH | 135.00000 540.00| 174.00000 696.00| CONSTRUCTION SIGN, C | | | 0028 801-06203 8975.000 LFT | 0.25000 2243.75| 0.20000 1795.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 8975.000 LFT | 1.00000 8975.00| 1.00000 8975.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06640 12.000 EACH | 120.00000 1440.00| 163.00000 1956.00| CONSTRUCTION SIGN, A | | | 0031 801-06710 200.000 DAY | 11.00000 2200.00| 5.00000 1000.00| FLASHING ARROW SIGN | | | 0032 801-06775 LUMP | 102000.89000 102000.89| 190000.00000 190000.00| MAINTAINING TRAFFIC | | | 0034 808-03631 6980.000 LFT | 0.25000 1745.00| 0.50000 3490.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0035 808-03632 6980.000 LFT | 0.25000 1745.00| 0.50000 3490.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0036 808-06702 8975.000 LFT | 0.35000 3141.25| 0.50000 4487.50| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0037 808-06703 50790.000 LFT | 0.25000 12697.50| 0.20000 10158.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0038 808-06705 9608.000 LFT | 0.55000 5284.40| 0.80000 7686.40| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0039 808-74811 1745.000 LFT | 0.60000 1047.00| 0.50000 872.50| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0040 808-75215 1734.000 LFT | 1.85000 3207.90| 1.00000 1734.00| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 180 -7 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : SR -30318-A COUNTIES : BOONE LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-4351261 |( ) |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 808-75245 50790.000 LFT | 0.25000 12697.50| 0.20000 10158.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0042 808-75996 408.000 EACH | 4.00000 1632.00| 6.50000 2652.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0043 808-75998 408.000 EACH | 16.50000 6732.00| 14.00000 5712.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0044 801-09133 4.000 EACH | 4100.00000 16400.00| 3171.00000 12684.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0045 610-07788 92.550 TON | 110.00000 10180.50| 146.00000 13512.30| HMA FOR APPROACHES, TYPE D | | | 0046 306-08432 382.000 SYS | 1.70000 649.40| 16.00000 6112.00| MILLING, APPROACH | | | 0047 401-07338 4125.000 TON | 62.00000 255750.00| 67.00000 276375.00| QC/QA-HMA, 1, 64, SURFACE, 12.5 mm | | | SECTION TOTALS | $ 2,895,474.00| $ 3,494,215.88| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,895,474.00| $ 3,494,215.88| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 236 -1 VENDOR RANKING CALL ORDER : 236 CONTRACT ID : SR -32743-A COUNTIES : MIAMI FULTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : BIKE AND PEDESTRIAN ENHANCEMENT COMPLETION DATE : 10/15/10 LOCATION : ON NICKEL PLATE TRAIL, FROM LOVERS LANE TO WABASH ROAD PROJECT(S) : 0901663 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN INC $ 4,035,394.46 100.0000% 2 35-1139301 E & B PAVING INC $ 4,084,595.24 101.2192% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 5,103,817.00 126.4763% 35-1339168 LAPORTE CONSTRUCTION CO IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 236 -2 TABULATION OF BIDS CALL ORDER : 236 CONTRACT ID : SR -32743-A COUNTIES : MIAMI FULTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRAIN ENHANCEMENT | | | 0001 105-06845 LUMP | 17000.00000 17000.00| 13600.00000 13600.00| 115000.00000 115000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 202769.72000 202769.72| 110000.00000 110000.00| 255000.00000 255000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-05545 100.000 CYS | 51.00000 5100.00| 71.30000 7130.00| 51.00000 5100.00 REGULATED MATERIALS, DISPOSE, C | | | 0008 202-05550 100.000 CYS | 18.00000 1800.00| 17.25000 1725.00| 18.00000 1800.00 REGULATED MATERIALS, REMOVE, C | | | 0009 202-05555 100.000 CYS | 18.00000 1800.00| 31.05000 3105.00| 18.00000 1800.00 REGULATED MATERIALS, TRANSPORT, C | | | 0011 202-96022 10.000 EACH | 330.00000 3300.00| 504.85000 5048.50| 1000.00000 10000.00 CONCRETE FOUNDATION, REMOVE | | | 0012 203-02000 1386.000 CYS | 41.00000 56826.00| 21.57000 29896.02| 30.00000 41580.00 EXCAVATION, COMMON | | | 0013 203-02070 408.000 CYS | 30.00000 12240.00| 17.62000 7188.96| 30.00000 12240.00 BORROW | | | 0014 205-02770 27889.000 SYS | 1.18000 32909.02| 1.18000 32909.02| 1.05000 29283.45 EROSION CONTROL BLANKET | | | 0015 205-03371 100.000 CYS | 10.00000 1000.00| 21.14000 2114.00| 20.00000 2000.00 SEDIMENT, REMOVE | | | 0016 205-06937 210739.000 LFT | 0.96000 202309.44| 0.96000 202309.44| 0.96000 202309.44 TEMPORARY SILT FENCE | | | 0017 205-09543 44.500 TON | 50.00000 2225.00| 24.66000 1097.37| 30.00000 1335.00 NO 2 STONE | | | 0018 207-08266 209.000 SYS | 7.00000 1463.00| 7.73000 1615.57| 14.00000 2926.00 SUBGRADE TREATMENT, TYPE III | | | 0019 207-09796 133499.000 SYS | 2.17000 289692.83| 2.75000 367122.25| 3.00000 400497.00 SUBGRADE TREATMENT, TYPE IIIB | | | 0020 211-02050 85.000 CYS | 18.30000 1555.50| 16.34000 1388.90| 20.55000 1746.75 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 236 -3 TABULATION OF BIDS CALL ORDER : 236 CONTRACT ID : SR -32743-A COUNTIES : MIAMI FULTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 211-09266 3963.000 CYS | 18.30000 72522.90| 21.92000 86868.96| 20.55000 81439.65 STRUCTURE BACKFILL, TYPE 3 | | | 0022 214-07202 100.000 SYS | 5.14000 514.00| 3.42000 342.00| 2.27000 227.00 GEOGRID, I | | | 0023 301-07448 42623.000 TON | 13.00000 554099.00| 12.50000 532787.50| 14.00000 596722.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 303-07449 10127.000 TON | 16.85000 170639.95| 17.00000 172159.00| 19.00000 192413.00 COMPACTED AGGREGATE, NO. 73 | | | 0025 402-07432 8188.000 TON | 53.20000 435601.60| 64.90000 531401.20| 50.00000 409400.00 HMA SURFACE, TYPE A | | | 0026 402-07435 13212.000 TON | 45.20000 597182.40| 50.00000 660600.00| 40.00000 528480.00 HMA INTERMEDIATE, TYPE A | | | 0027 406-05520 25.000 TON | 500.00000 12500.00| 590.00000 14750.00| 100.00000 2500.00 ASPHALT FOR TACK COAT | | | 0028 603-03692 12550.000 LFT | 27.00000 338850.00| 24.47000 307098.50| 27.00000 338850.00 FENCE, WOOD , RAIL, 42" | | | 0029 604-91531 280.000 SYS | 50.00000 14000.00| 39.95000 11186.00| 50.00000 14000.00 SIDEWALK, CONCRETE, 4 IN. | | | 0030 611-02825 1.000 EACH | 510.00000 510.00| 600.00000 600.00| 240.00000 240.00 MAILBOX ASSEMBLY, TRIPLE | | | 0031 615-03866 21.000 EACH | 425.00000 8925.00| 425.00000 8925.00| 425.00000 8925.00 MILE MARKER | | | 0032 621-01004 20.000 EACH | 200.00000 4000.00| 200.00000 4000.00| 225.00000 4500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-02363 100.000 SYS | 6.00000 600.00| 5.05000 505.00| 3.00000 300.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0034 621-03909 100.000 LBS | 250.00000 25000.00| 193.00000 19300.00| 185.00000 18500.00 SEED MIXTURE, NATIVE , DISTURBED AREAS | | | 0035 621-03909 359.000 LBS | 39.90000 14324.10| 26.60000 9549.40| 32.00000 11488.00 SEED MIXTURE, NATIVE , NURSE CROP | | | 0036 621-06570 19294.000 CYS | 10.00000 192940.00| 23.90000 461126.60| 22.00000 424468.00 TOP SOIL | | | 0037 628-09401 9.000 MOS | 1630.00000 14670.00| 1800.00000 16200.00| 1700.00000 15300.00 FIELD OFFICE, A | | | 0038 712-03812 16.000 EACH | 1200.00000 19200.00| 1274.00000 20384.00| 2500.00000 40000.00 BENCH | | | 0039 732-08420 1165.000 SYS | 57.60000 67104.00| 62.22000 72486.30| 64.02000 74583.30 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0040 732-08421 1165.000 SYS | 151.00000 175915.00| 127.86000 148956.90| 92.28000 107506.20 MODULAR BLOCK WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 236 -4 TABULATION OF BIDS CALL ORDER : 236 CONTRACT ID : SR -32743-A COUNTIES : MIAMI FULTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 801-06640 112.000 EACH | 139.00000 15568.00| 180.00000 20160.00| 139.00000 15568.00 CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP | 110000.00000 110000.00| 13500.00000 13500.00| 331825.75000 331825.75 MAINTAINING TRAFFIC | | | 0043 801-07118 480.000 LFT | 15.00000 7200.00| 19.75000 9480.00| 15.00000 7200.00 BARRICADE, III-A | | | 0044 801-92448 60.000 DAY | 1.00000 60.00| 15.00000 900.00| 5.00000 300.00 CONSTRUCTION SIGNS, MOBILE | | | 0046 802-03896 14.000 EACH | 600.00000 8400.00| 600.00000 8400.00| 600.00000 8400.00 BOLLARD , DROP DOWN | | | 0047 802-04250 6.000 EACH | 100.00000 600.00| 100.00000 600.00| 100.00000 600.00 SIGN, TRAIL INFORMATION | | | 0048 802-09838 589.000 SFT | 11.50000 6773.50| 11.50000 6773.50| 11.50000 6773.50 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0049 802-76055 590.000 LFT | 8.00000 4720.00| 8.00000 4720.00| 8.00000 4720.00 SIGN POST, A | | | 0050 807-04999 90.000 EACH | 400.00000 36000.00| 400.00000 36000.00| 400.00000 36000.00 POST , WOOD | | | 0051 808-03114 52.000 EACH | 40.00000 2080.00| 40.00000 2080.00| 200.00000 10400.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 8 FT. | | | 0052 808-06703 90.000 LFT | 2.00000 180.00| 2.00000 180.00| 0.36200 32.58 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0053 808-03439 2369.000 LFT | 3.00000 7107.00| 3.00000 7107.00| 4.00000 9476.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0054 808-04767 300.000 LFT | 5.00000 1500.00| 5.00000 1500.00| 2.50000 750.00 LINE , THERMOPLASTIC, SOLID, WHITE | | | 0055 808-75240 26270.000 LFT | 0.05000 1313.50| 0.05000 1313.50| 0.34400 9036.88 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0056 802-04314 6.000 EACH | 800.00000 4800.00| 800.00000 4800.00| 800.00000 4800.00 SIGN , TRAIL IDENTITY | | | 0057 201-01015 LUMP | 270000.00000 270000.00| 96713.35000 96713.35| 697470.50000 697470.50 CLEARING AND GRUBBING | | | 0058 202-07603 10.000 EACH | 800.00000 8000.00| 488.75000 4887.50| 800.00000 8000.00 TESTING FOR WASTE, C | | | SECTION TOTALS | $ 4,035,394.46| $ 4,084,595.24| $ 5,103,817.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,035,394.46| $ 4,084,595.24| $ 5,103,817.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 516 -1 VENDOR RANKING CALL ORDER : 516 CONTRACT ID : SRS-32650-A COUNTIES : HAMILTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 09/07/10 LOCATION : ON HAZEL DELL PARKWAY FROM 116TH STREET TO 146TH STREET PROJECT(S) : 0901163 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,492,554.00 100.0000% 2 31-4351261 SHELLY & SANDS INC AND SUBSIDIARIES $ 1,626,381.05 108.9663% 3 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,638,000.00 109.7448% 4 35-1139301 E & B PAVING INC $ 1,678,759.97 112.4757% 5 35-1917625 MILESTONE CONTRACTORS LP $ 1,738,779.94 116.4970% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 516 -2 TABULATION OF BIDS CALL ORDER : 516 CONTRACT ID : SRS-32650-A COUNTIES : HAMILTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 31-4351261 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS INC |CALUMET CIVIL CONTRACTORS INC 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 | 8500.00000 8500.00| 4000.00000 4000.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 66218.26000 66218.26| 45000.00000 45000.00| 80000.00000 80000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 7562.00000 7562.00| 4000.00000 4000.00| 12649.57000 12649.57 CLEARING RIGHT OF WAY | | | 0009 202-02278 5576.000 LFT | 5.00000 27880.00| 7.40000 41262.40| 4.00000 22304.00 CURB, CONCRETE, REMOVE | | | 0010 202-52710 1026.000 SYS | 7.00000 7182.00| 10.55000 10824.30| 9.00000 9234.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-91385 1.000 EACH | 480.00000 480.00| 580.00000 580.00| 100.00000 100.00 INLET, REMOVE | | | 0012 202-96133 6.000 LFT | 26.50000 159.00| 40.00000 240.00| 5.00000 30.00 PIPE, REMOVE | | | 0013 203-02000 817.000 CYS | 65.60000 53595.20| 84.40000 68954.80| 35.00000 28595.00 EXCAVATION, COMMON | | | 0014 205-02237 18.000 EACH | 150.00000 2700.00| 158.00000 2844.00| 150.00000 2700.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 207-08267 58.000 SYS | 33.60000 1948.80| 23.21000 1346.18| 20.00000 1160.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-09264 78.000 CYS | 17.30000 1349.40| 21.10000 1645.80| 17.99000 1403.22 STRUCTURE BACKFILL, TYPE 1 | | | 0017 301-07448 166.000 TON | 16.00000 2656.00| 25.00000 4150.00| 30.00000 4980.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 304-07491 113.000 TON | 140.10000 15831.30| 180.00000 20340.00| 150.00000 16950.00 HMA PATCHING, TYPE C | | | 0019 304-07494 1980.000 TON | 71.45000 141471.00| 85.00000 168300.00| 68.00000 134640.00 WIDENING WITH HMA, TYPE C | | | 0020 306-08034 125661.000 SYS | 0.35000 43981.35| 0.40000 50264.40| 0.43000 54034.23 MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 516 -3 TABULATION OF BIDS CALL ORDER : 516 CONTRACT ID : SRS-32650-A COUNTIES : HAMILTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 31-4351261 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 306-08043 1074.000 SYS | 2.35000 2523.90| 1.00000 1074.00| 2.00000 2148.00 MILLING, TRANSITION | | | 0022 306-08432 2772.000 SYS | 1.25000 3465.00| 1.00000 2772.00| 2.00000 5544.00 MILLING, APPROACH | | | 0024 406-05520 35.000 TON | 512.00000 17920.00| 400.00000 14000.00| 0.01000 0.35 ASPHALT FOR TACK COAT | | | 0025 604-07092 304.000 TON | 31.65000 9621.60| 39.70000 12068.80| 30.00000 9120.00 BED COURSE MATERIAL | | | 0026 604-07483 1922.000 TON | 66.00000 126852.00| 87.00000 167214.00| 65.00000 124930.00 HMA FOR SIDEWALK | | | 0027 604-07897 128.000 SYS | 78.00000 9984.00| 137.75000 17632.00| 139.01000 17793.28 CURB RAMP, CONCRETE, C | | | 0028 604-07901 458.000 SYS | 78.00000 35724.00| 126.60000 57982.80| 119.84000 54886.72 CURB RAMP, CONCRETE, G | | | 0029 604-07902 77.000 SYS | 78.00000 6006.00| 135.00000 10395.00| 147.72000 11374.44 CURB RAMP, CONCRETE, H | | | 0030 604-07903 84.000 SYS | 78.00000 6552.00| 121.30000 10189.20| 143.24000 12032.16 CURB RAMP, CONCRETE, K | | | 0031 604-07904 84.000 SYS | 78.00000 6552.00| 129.00000 10836.00| 150.84000 12670.56 CURB RAMP, CONCRETE, L | | | 0032 604-91531 197.000 SYS | 32.00000 6304.00| 42.60000 8392.20| 96.61000 19032.17 SIDEWALK, CONCRETE, 4 IN. | | | 0033 605-06120 534.000 LFT | 12.00000 6408.00| 14.15000 7556.10| 19.82000 10583.88 CURB, CONCRETE | | | 0034 605-06155 5448.000 LFT | 12.00000 65376.00| 16.90000 92071.20| 15.26000 83136.48 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0035 605-06255 248.000 SYS | 55.00000 13640.00| 95.00000 23560.00| 97.13000 24088.24 CENTER CURB, D, CONCRETE , MODIFIED | | | 0036 605-97937 588.000 LFT | 12.00000 7056.00| 25.35000 14905.80| 24.91000 14647.08 CURB AND GUTTER, CONCRETE, ROLL , | | | MODIFIED | | | 0037 610-07488 228.000 TON | 119.00000 27132.00| 80.00000 18240.00| 82.00000 18696.00 HMA FOR APPROACHES, TYPE C | | | 0038 610-08446 58.000 SYS | 45.00000 2610.00| 44.10000 2557.80| 92.00000 5336.00 PCCP FOR APPROACHES, 6 IN. | | | 0039 621-06567 5.000 kGAL | 1.00000 5.00| 1.05000 5.25| 1.00000 5.00 WATER | | | 0040 621-06570 55.000 CYS | 20.00000 1100.00| 15.85000 871.75| 83.01000 4565.55 TOP SOIL | | | 0041 621-06575 1660.000 SYS | 2.85000 4731.00| 4.20000 6972.00| 16.00000 26560.00 SODDING, NURSERY | | | 0042 622-05626 30.000 EACH | 380.00000 11400.00| 350.00000 10500.00| 150.00000 4500.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. , | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 516 -4 TABULATION OF BIDS CALL ORDER : 516 CONTRACT ID : SRS-32650-A COUNTIES : HAMILTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 31-4351261 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 622-05651 16.000 EACH | 380.00000 6080.00| 250.00000 4000.00| 150.00000 2400.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. , MODIFIED | | | 0044 628-09401 3.000 MOS | 2100.00000 6300.00| 2000.00000 6000.00| 1800.00000 5400.00 FIELD OFFICE, A | | | 0045 715-05048 1210.000 LFT | 4.85000 5868.50| 8.25000 9982.50| 9.00000 10890.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0046 715-05149 136.000 LFT | 45.90000 6242.40| 36.00000 4896.00| 35.00000 4760.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 718-52610 109.000 CYS | 48.30000 5264.70| 37.30000 4065.70| 40.00000 4360.00 AGGREGATE FOR UNDERDRAINS | | | 0048 718-99153 1268.000 SYS | 2.60000 3296.80| 2.00000 2536.00| 3.00000 3804.00 GEOTEXTILES FOR UNDERDRAIN | | | 0049 720-44000 4.000 EACH | 608.00000 2432.00| 510.00000 2040.00| 400.00000 1600.00 CASTING, ADJUST TO GRADE | | | 0050 720-44025 1.000 EACH | 830.00000 830.00| 800.00000 800.00| 500.00000 500.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0051 720-44055 2.000 EACH | 780.00000 1560.00| 1100.00000 2200.00| 750.00000 1500.00 CASTING, 10, FURNISH AND ADJUST TO GRAD | | | 0052 720-45045 4.000 EACH | 1750.00000 7000.00| 1500.00000 6000.00| 1600.00000 6400.00 INLET, J10 | | | 0053 801-03290 2.000 EACH | 145.00000 290.00| 295.00000 590.00| 280.00000 560.00 CONSTRUCTION SIGN, C | | | 0054 801-06207 6390.000 LFT | 1.11000 7092.90| 0.80000 5112.00| 2.00000 12780.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0055 801-06640 32.000 EACH | 110.00000 3520.00| 82.25000 2632.00| 78.00000 2496.00 CONSTRUCTION SIGN, A | | | 0056 801-06710 330.000 DAY | 11.00000 3630.00| 6.00000 1980.00| 5.40000 1782.00 FLASHING ARROW SIGN | | | 0057 801-06775 LUMP | 24510.00000 24510.00| 28000.00000 28000.00| 44000.00000 44000.00 MAINTAINING TRAFFIC | | | 0058 802-05701 1203.000 LFT | 10.35000 12451.05| 7.40000 8902.20| 10.35000 12451.05 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0059 802-07060 16.000 EACH | 100.00000 1600.00| 232.00000 3712.00| 100.00000 1600.00 SIGN, SHEET, RELOCATE | | | 0060 802-09838 506.000 SFT | 23.00000 11638.00| 28.01000 14173.06| 23.00000 11638.00 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0061 802-97812 8.000 EACH | 1400.00000 11200.00| 1315.00000 10520.00| 1400.00000 11200.00 STREET NAME IDENTIFICATION SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 516 -5 TABULATION OF BIDS CALL ORDER : 516 CONTRACT ID : SRS-32650-A COUNTIES : HAMILTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 31-4351261 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 808-03002 60.000 LFT | 9.00000 540.00| 2.65000 159.00| 2.50000 150.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0063 808-03439 977.000 LFT | 4.00000 3908.00| 2.65000 2589.05| 2.48000 2422.96 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0064 808-03632 228.000 LFT | 9.00000 2052.00| 2.65000 604.20| 2.50000 570.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0065 808-06701 4096.000 LFT | 0.36000 1474.56| 0.40000 1638.40| 0.38000 1556.48 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0066 808-06703 9799.000 LFT | 0.36000 3527.64| 0.31000 3037.69| 0.29000 2841.71 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0067 808-09083 169.000 LFT | 1.50000 253.50| 0.60000 101.40| 0.58000 98.02 LINE, THERMOPLASTIC, BROKEN, WHITE, 8 | | | IN. | | | 0068 808-75245 21942.000 LFT | 0.32000 7021.44| 0.31000 6802.02| 0.29000 6363.18 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0069 808-75266 176.000 LFT | 12.00000 2112.00| 2.55000 448.80| 2.41000 424.16 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 18 IN. | | | 0070 808-75278 752.000 LFT | 2.00000 1504.00| 1.53000 1150.56| 1.45000 1090.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0071 808-75297 506.000 LFT | 4.00000 2024.00| 2.62000 1325.72| 2.48000 1254.88 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0072 808-75300 220.000 LFT | 1.25000 275.00| 1.68000 369.60| 1.59000 349.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0073 808-75320 93.000 EACH | 78.00000 7254.00| 55.91000 5199.63| 53.00000 4929.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0074 808-75325 49.000 EACH | 78.00000 3822.00| 85.40000 4184.60| 81.00000 3969.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0075 808-75998 435.000 EACH | 14.90000 6481.50| 15.70000 6829.50| 14.35000 6242.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0076 808-98796 482.000 LFT | 1.10000 530.20| 1.57000 756.74| 1.49000 718.18 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0078 207-08263 2833.000 SYS | 19.00000 53827.00| 25.30000 71674.90| 16.00000 45328.00 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 516 -6 TABULATION OF BIDS CALL ORDER : 516 CONTRACT ID : SRS-32650-A COUNTIES : HAMILTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 31-4351261 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 402-07434 8711.000 TON | 60.00000 522660.00| 56.00000 487816.00| 67.00000 583637.00 HMA SURFACE, TYPE C | | | SECTION TOTALS | $ 1,492,554.00| $ 1,626,381.05| $ 1,638,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,492,554.00| $ 1,626,381.05| $ 1,638,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 516 -7 TABULATION OF BIDS CALL ORDER : 516 CONTRACT ID : SRS-32650-A COUNTIES : HAMILTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1917625 |( ) |E & B PAVING INC |MILESTONE CONTRACTORS LP | 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 | 6500.00000 6500.00| 9000.00000 9000.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 83900.00000 83900.00| 82000.00000 82000.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 8882.00000 8882.00| 1500.00000 1500.00| CLEARING RIGHT OF WAY | | | 0009 202-02278 5576.000 LFT | 3.18400 17753.98| 8.00000 44608.00| CURB, CONCRETE, REMOVE | | | 0010 202-52710 1026.000 SYS | 8.00000 8208.00| 8.00000 8208.00| SIDEWALK, CONCRETE, REMOVE | | | 0011 202-91385 1.000 EACH | 801.00000 801.00| 1500.00000 1500.00| INLET, REMOVE | | | 0012 202-96133 6.000 LFT | 30.50000 183.00| 265.00000 1590.00| PIPE, REMOVE | | | 0013 203-02000 817.000 CYS | 35.35000 28880.95| 31.00000 25327.00| EXCAVATION, COMMON | | | 0014 205-02237 18.000 EACH | 96.60000 1738.80| 245.00000 4410.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 207-08267 58.000 SYS | 8.20000 475.60| 12.00000 696.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-09264 78.000 CYS | 34.09000 2659.02| 23.00000 1794.00| STRUCTURE BACKFILL, TYPE 1 | | | 0017 301-07448 166.000 TON | 25.85000 4291.10| 11.50000 1909.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 304-07491 113.000 TON | 205.00000 23165.00| 175.00000 19775.00| HMA PATCHING, TYPE C | | | 0019 304-07494 1980.000 TON | 98.00000 194040.00| 96.00000 190080.00| WIDENING WITH HMA, TYPE C | | | 0020 306-08034 125661.000 SYS | 0.38000 47751.18| 0.50000 62830.50| MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 516 -8 TABULATION OF BIDS CALL ORDER : 516 CONTRACT ID : SRS-32650-A COUNTIES : HAMILTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1917625 |( ) |E & B PAVING INC |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 306-08043 1074.000 SYS | 0.38000 408.12| 0.50000 537.00| MILLING, TRANSITION | | | 0022 306-08432 2772.000 SYS | 0.38000 1053.36| 0.50000 1386.00| MILLING, APPROACH | | | 0024 406-05520 35.000 TON | 300.00000 10500.00| 456.00000 15960.00| ASPHALT FOR TACK COAT | | | 0025 604-07092 304.000 TON | 24.50000 7448.00| 13.25000 4028.00| BED COURSE MATERIAL | | | 0026 604-07483 1922.000 TON | 84.50000 162409.00| 72.00000 138384.00| HMA FOR SIDEWALK | | | 0027 604-07897 128.000 SYS | 109.00000 13952.00| 90.00000 11520.00| CURB RAMP, CONCRETE, C | | | 0028 604-07901 458.000 SYS | 111.00000 50838.00| 90.00000 41220.00| CURB RAMP, CONCRETE, G | | | 0029 604-07902 77.000 SYS | 122.00000 9394.00| 90.00000 6930.00| CURB RAMP, CONCRETE, H | | | 0030 604-07903 84.000 SYS | 84.00000 7056.00| 90.00000 7560.00| CURB RAMP, CONCRETE, K | | | 0031 604-07904 84.000 SYS | 110.00000 9240.00| 90.00000 7560.00| CURB RAMP, CONCRETE, L | | | 0032 604-91531 197.000 SYS | 40.00000 7880.00| 42.00000 8274.00| SIDEWALK, CONCRETE, 4 IN. | | | 0033 605-06120 534.000 LFT | 21.50000 11481.00| 18.00000 9612.00| CURB, CONCRETE | | | 0034 605-06155 5448.000 LFT | 21.50000 117132.00| 17.00000 92616.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0035 605-06255 248.000 SYS | 106.00000 26288.00| 95.00000 23560.00| CENTER CURB, D, CONCRETE , MODIFIED | | | 0036 605-97937 588.000 LFT | 15.75000 9261.00| 22.00000 12936.00| CURB AND GUTTER, CONCRETE, ROLL , | | | MODIFIED | | | 0037 610-07488 228.000 TON | 100.00000 22800.00| 100.00000 22800.00| HMA FOR APPROACHES, TYPE C | | | 0038 610-08446 58.000 SYS | 42.00000 2436.00| 50.00000 2900.00| PCCP FOR APPROACHES, 6 IN. | | | 0039 621-06567 5.000 kGAL | 1.00000 5.00| 100.00000 500.00| WATER | | | 0040 621-06570 55.000 CYS | 56.65000 3115.75| 30.00000 1650.00| TOP SOIL | | | 0041 621-06575 1660.000 SYS | 3.05000 5063.00| 4.00000 6640.00| SODDING, NURSERY | | | 0042 622-05626 30.000 EACH | 437.00000 13110.00| 576.00000 17280.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. , | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 516 -9 TABULATION OF BIDS CALL ORDER : 516 CONTRACT ID : SRS-32650-A COUNTIES : HAMILTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1917625 |( ) |E & B PAVING INC |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 622-05651 16.000 EACH | 437.00000 6992.00| 595.00000 9520.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. , MODIFIED | | | 0044 628-09401 3.000 MOS | 1700.00000 5100.00| 3000.00000 9000.00| FIELD OFFICE, A | | | 0045 715-05048 1210.000 LFT | 4.30000 5203.00| 9.00000 10890.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0046 715-05149 136.000 LFT | 29.12000 3960.32| 36.00000 4896.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 718-52610 109.000 CYS | 48.50000 5286.50| 32.00000 3488.00| AGGREGATE FOR UNDERDRAINS | | | 0048 718-99153 1268.000 SYS | 0.94000 1191.92| 0.30000 380.40| GEOTEXTILES FOR UNDERDRAIN | | | 0049 720-44000 4.000 EACH | 350.00000 1400.00| 510.00000 2040.00| CASTING, ADJUST TO GRADE | | | 0050 720-44025 1.000 EACH | 850.00000 850.00| 700.00000 700.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0051 720-44055 2.000 EACH | 850.00000 1700.00| 1000.00000 2000.00| CASTING, 10, FURNISH AND ADJUST TO GRAD | | | 0052 720-45045 4.000 EACH | 1524.00000 6096.00| 2535.00000 10140.00| INLET, J10 | | | 0053 801-03290 2.000 EACH | 280.00000 560.00| 135.00000 270.00| CONSTRUCTION SIGN, C | | | 0054 801-06207 6390.000 LFT | 0.83000 5303.70| 1.10000 7029.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0055 801-06640 32.000 EACH | 78.00000 2496.00| 110.00000 3520.00| CONSTRUCTION SIGN, A | | | 0056 801-06710 330.000 DAY | 5.40000 1782.00| 10.00000 3300.00| FLASHING ARROW SIGN | | | 0057 801-06775 LUMP | 27250.00000 27250.00| 65000.00000 65000.00| MAINTAINING TRAFFIC | | | 0058 802-05701 1203.000 LFT | 14.50000 17443.50| 14.50000 17443.50| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0059 802-07060 16.000 EACH | 126.00000 2016.00| 126.00000 2016.00| SIGN, SHEET, RELOCATE | | | 0060 802-09838 506.000 SFT | 15.00000 7590.00| 15.00000 7590.00| SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0061 802-97812 8.000 EACH | 1707.00000 13656.00| 1707.00000 13656.00| STREET NAME IDENTIFICATION SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 516 -10 TABULATION OF BIDS CALL ORDER : 516 CONTRACT ID : SRS-32650-A COUNTIES : HAMILTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1917625 |( ) |E & B PAVING INC |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 808-03002 60.000 LFT | 2.50000 150.00| 1.25000 75.00| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0063 808-03439 977.000 LFT | 2.48000 2422.96| 3.45000 3370.65| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0064 808-03632 228.000 LFT | 2.50000 570.00| 1.25000 285.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0065 808-06701 4096.000 LFT | 0.38000 1556.48| 0.28000 1146.88| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0066 808-06703 9799.000 LFT | 0.29000 2841.71| 0.28000 2743.72| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0067 808-09083 169.000 LFT | 0.58000 98.02| 1.25000 211.25| LINE, THERMOPLASTIC, BROKEN, WHITE, 8 | | | IN. | | | 0068 808-75245 21942.000 LFT | 0.29000 6363.18| 0.28000 6143.76| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0069 808-75266 176.000 LFT | 2.41000 424.16| 6.80000 1196.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 18 IN. | | | 0070 808-75278 752.000 LFT | 1.45000 1090.40| 1.79000 1346.08| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0071 808-75297 506.000 LFT | 2.48000 1254.88| 3.45000 1745.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0072 808-75300 220.000 LFT | 1.59000 349.80| 0.49000 107.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0073 808-75320 93.000 EACH | 53.00000 4929.00| 54.00000 5022.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0074 808-75325 49.000 EACH | 81.00000 3969.00| 69.00000 3381.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0075 808-75998 435.000 EACH | 14.90000 6481.50| 14.90000 6481.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0076 808-98796 482.000 LFT | 1.49000 718.18| 2.95000 1421.90| LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0078 207-08263 2833.000 SYS | 15.30000 43344.90| 14.50000 41078.50| SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 516 -11 TABULATION OF BIDS CALL ORDER : 516 CONTRACT ID : SRS-32650-A COUNTIES : HAMILTON LETTING DATE : 01/29/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1917625 |( ) |E & B PAVING INC |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 402-07434 8711.000 TON | 65.00000 566215.00| 69.00000 601059.00| HMA SURFACE, TYPE C | | | SECTION TOTALS | $ 1,678,759.97| $ 1,738,779.94| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,678,759.97| $ 1,738,779.94| $ ====================================================================================================================================