INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 145 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 56 CALL ORDER : 145 CONTRACT ID : R -27367-B COUNTIES : DUBOIS LETTING DATE : 01/18/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,852,000.00 100.0000% 2 35-1878024 RAGLE, INC. $ 1,872,133.87 101.0871% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,890,019.90 102.0529% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,962,566.23 105.9701% ==================================================================================================================================== ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 477,084.86 ROUTE : I-65 CALL ORDER : 161 CONTRACT ID : R -27414-A COUNTIES : JOHNSON LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 356,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 360,125.70 101.1589% 3 31-4351261 SHELLY & SANDS, INC. $ 396,177.88 111.2859% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 422,144.26 118.5798% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 437,000.00 122.7528% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 31-4351261 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 3000.00000 3000.00| 5200.00000 5200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 2500.00000 12500.00| 1620.00000 8100.00| 1760.00000 8800.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 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 | 16300.00000 16300.00| 9400.00000 9400.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02240 643.000 SYS | 14.50000 9323.50| 9.25000 5947.75| 14.90000 9580.70 PAVEMENT REMOVAL | | | 0008 202-74045 6.000 EACH | 35.39000 212.34| 36.09000 216.54| 209.00000 1254.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0009 202-75997 114.000 EACH | 20.00000 2280.00| 3.28000 373.92| 1.06000 120.84 PRISMATIC REFLECTOR, REMOVE | | | 0010 203-02000 2037.000 CYS | 9.00000 18333.00| 10.80000 21999.60| 18.50000 37684.50 EXCAVATION, COMMON | | | 0011 205-06932 180.000 LFT | 6.50000 1170.00| 8.16000 1468.80| 8.45000 1521.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 477,084.86 ROUTE : I-65 CALL ORDER : 161 CONTRACT ID : R -27414-A COUNTIES : JOHNSON LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 31-4351261 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06933 2.000 EACH | 95.00000 190.00| 71.40000 142.80| 74.00000 148.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 2320.000 LFT | 1.35000 3132.00| 1.55000 3596.00| 1.18000 2737.60 TEMPORARY SILT FENCE | | | 0014 207-08263 2460.000 SYS | 8.00000 19680.00| 5.25000 12915.00| 5.45000 13407.00 SUBGRADE TREATMENT, TYPE IA | | | 0015 306-08034 4928.000 SYS | 1.13000 5568.64| 2.18000 10743.04| 1.30000 6406.40 MILLING, ASPHALT, 1 1/2 IN. | | | 0016 401-06264 LUMP | 2000.00000 2000.00| 993.00000 993.00| 300.00000 300.00 PROFILOGRAPH, HMA | | | 0017 401-07330 202.950 TON | 68.00000 13800.60| 60.00000 12177.00| 62.00000 12582.90 QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0018 401-07400 338.000 TON | 49.00000 16562.00| 54.00000 18252.00| 49.00000 16562.00 QC/QA-HMA, 5, 70, INTERMEDIATE, 19.0 mm | | | 0019 401-07410 2232.000 TON | 37.00000 82584.00| 44.00000 98208.00| 44.00000 98208.00 QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0020 402-07784 407.000 TON | 55.00000 22385.00| 53.00000 21571.00| 52.00000 21164.00 HMA SURFACE, TYPE D | | | 0021 606-07484 4435.000 LFT | 1.40000 6209.00| 1.18000 5233.30| 1.32000 5854.20 MILLED HMA SHOULDER CORRUGATIONS | | | 0022 610-07486 93.000 TON | 85.00000 7905.00| 72.50000 6742.50| 135.00000 12555.00 HMA FOR APPROACHES, TYPE A | | | 0023 621-01004 1.000 EACH | 480.00000 480.00| 250.00000 250.00| 265.00000 265.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 4083.000 SYS | 0.24000 979.92| 0.38000 1551.54| 0.39000 1592.37 MULCHED SEEDING, R | | | 0025 715-05118 62.000 LFT | 40.00000 2480.00| 40.25000 2495.50| 29.50000 1829.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0026 715-46000 2.000 EACH | 750.00000 1500.00| 73.40000 146.80| 880.00000 1760.00 PIPE END SECTION, 12 IN. | | | 0027 801-06207 9979.000 LFT | 1.00000 9979.00| 0.86000 8581.94| 0.80000 7983.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 10.000 EACH | 150.00000 1500.00| 153.00000 1530.00| 125.00000 1250.00 CONSTRUCTION SIGN, A | | | 0029 801-06645 2.000 EACH | 55.00000 110.00| 56.65000 113.30| 42.00000 84.00 CONSTRUCTION SIGN, B | | | 0030 801-06710 150.000 DAY | 18.00000 2700.00| 18.40000 2760.00| 2.50000 375.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 477,084.86 ROUTE : I-65 CALL ORDER : 161 CONTRACT ID : R -27414-A COUNTIES : JOHNSON LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 31-4351261 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 801-06775 LUMP | 4727.90000 4727.90| 6560.00000 6560.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0032 801-07024 1.000 EACH | 6600.00000 6600.00| 6500.00000 6500.00| 6870.00000 6870.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0033 801-08388 4435.000 LFT | 12.00000 53220.00| 13.00000 57655.00| 18.80000 83378.00 TEMPORARY TRAFFIC BARRIER | | | 0034 801-09133 1.000 EACH | 7000.00000 7000.00| 6935.00000 6935.00| 3700.00000 3700.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0035 802-05701 22.000 LFT | 42.62000 937.64| 43.47000 956.34| 45.00000 990.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0036 802-07137 2.000 EACH | 274.74000 549.48| 280.00000 560.00| 290.00000 580.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII | | | 0037 802-07151 4.000 EACH | 274.74000 1098.96| 280.00000 1120.00| 290.00000 1160.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0038 802-76015 318.000 SFT | 12.36000 3930.48| 12.60000 4006.80| 13.00000 4134.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0039 802-76025 8.000 SFT | 44.23000 353.84| 45.00000 360.00| 46.75000 374.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0040 802-76095 1259.000 LBS | 1.90000 2392.10| 1.90000 2392.10| 2.00000 2518.00 STRUCTURAL STEEL, BREAKAWAY | | | 0041 808-06701 1605.000 LFT | 0.60000 963.00| 0.61000 979.05| 0.05000 80.25 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0042 808-06703 4435.000 LFT | 0.55000 2439.25| 0.56000 2483.60| 0.32000 1419.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0043 808-06716 17788.000 LFT | 0.20000 3557.60| 0.29000 5158.52| 0.11000 1956.68 LINE, REMOVE | | | 0044 808-75245 2265.000 LFT | 0.55000 1245.75| 0.56000 1268.40| 1.08000 2446.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0045 808-75994 114.000 EACH | 4.50000 513.00| 4.60000 524.40| 1.06000 120.84 PRISMATIC REFLECTOR | | | 0046 808-75998 57.000 EACH | 72.00000 4104.00| 72.88000 4154.16| 39.00000 2223.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 356,000.00| $ 360,125.70| $ 396,177.88 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 356,000.00| $ 360,125.70| $ 396,177.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 477,084.86 ROUTE : I-65 CALL ORDER : 161 CONTRACT ID : R -27414-A COUNTIES : JOHNSON LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 35-0918397 |( ) |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 2100.00000 2100.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1800.00000 9000.00| 2200.00000 11000.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 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 | | | 0006 110-01001 LUMP | 21000.00000 21000.00| 21483.46000 21483.46| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02240 643.000 SYS | 11.50000 7394.50| 20.00000 12860.00| PAVEMENT REMOVAL | | | 0008 202-74045 6.000 EACH | 35.39000 212.34| 36.00000 216.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0009 202-75997 114.000 EACH | 1.00000 114.00| 2.00000 228.00| PRISMATIC REFLECTOR, REMOVE | | | 0010 203-02000 2037.000 CYS | 23.00000 46851.00| 25.00000 50925.00| EXCAVATION, COMMON | | | 0011 205-06932 180.000 LFT | 8.00000 1440.00| 8.00000 1440.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 2.000 EACH | 70.00000 140.00| 70.00000 140.00| TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 2320.000 LFT | 1.12000 2598.40| 1.12000 2598.40| TEMPORARY SILT FENCE | | | 0014 207-08263 2460.000 SYS | 10.00000 24600.00| 5.15000 12669.00| SUBGRADE TREATMENT, TYPE IA | | | 0015 306-08034 4928.000 SYS | 1.50000 7392.00| 0.80000 3942.40| MILLING, ASPHALT, 1 1/2 IN. | | | 0016 401-06264 LUMP | 2500.00000 2500.00| 400.00000 400.00| PROFILOGRAPH, HMA | | | 0017 401-07330 202.950 TON | 62.00000 12582.90| 60.00000 12177.00| QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0018 401-07400 338.000 TON | 43.00000 14534.00| 44.00000 14872.00| QC/QA-HMA, 5, 70, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 477,084.86 ROUTE : I-65 CALL ORDER : 161 CONTRACT ID : R -27414-A COUNTIES : JOHNSON LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 35-0918397 |( ) |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 401-07410 2232.000 TON | 35.00000 78120.00| 44.00000 98208.00| QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0020 402-07784 407.000 TON | 60.00000 24420.00| 60.00000 24420.00| HMA SURFACE, TYPE D | | | 0021 606-07484 4435.000 LFT | 1.36000 6031.60| 1.75000 7761.25| MILLED HMA SHOULDER CORRUGATIONS | | | 0022 610-07486 93.000 TON | 65.00000 6045.00| 110.00000 10230.00| HMA FOR APPROACHES, TYPE A | | | 0023 621-01004 1.000 EACH | 250.00000 250.00| 250.00000 250.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 4083.000 SYS | 0.37000 1510.71| 0.40000 1633.20| MULCHED SEEDING, R | | | 0025 715-05118 62.000 LFT | 55.00000 3410.00| 30.00000 1860.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0026 715-46000 2.000 EACH | 480.00000 960.00| 270.00000 540.00| PIPE END SECTION, 12 IN. | | | 0027 801-06207 9979.000 LFT | 0.74000 7384.46| 1.00000 9979.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 10.000 EACH | 120.00000 1200.00| 150.00000 1500.00| CONSTRUCTION SIGN, A | | | 0029 801-06645 2.000 EACH | 40.00000 80.00| 55.00000 110.00| CONSTRUCTION SIGN, B | | | 0030 801-06710 150.000 DAY | 1.00000 150.00| 18.00000 2700.00| FLASHING ARROW SIGN | | | 0031 801-06775 LUMP | 20000.00000 20000.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | 0032 801-07024 1.000 EACH | 6500.00000 6500.00| 7000.00000 7000.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0033 801-08388 4435.000 LFT | 21.00000 93135.00| 17.00000 75395.00| TEMPORARY TRAFFIC BARRIER | | | 0034 801-09133 1.000 EACH | 3500.00000 3500.00| 6800.00000 6800.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0035 802-05701 22.000 LFT | 42.62000 937.64| 43.00000 946.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0036 802-07137 2.000 EACH | 274.74000 549.48| 275.00000 550.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 477,084.86 ROUTE : I-65 CALL ORDER : 161 CONTRACT ID : R -27414-A COUNTIES : JOHNSON LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 35-0918397 |( ) |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 802-07151 4.000 EACH | 274.74000 1098.96| 275.00000 1100.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0038 802-76015 318.000 SFT | 12.36000 3930.48| 12.50000 3975.00| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0039 802-76025 8.000 SFT | 44.23000 353.84| 44.50000 356.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0040 802-76095 1259.000 LBS | 1.90000 2392.10| 2.00000 2518.00| STRUCTURAL STEEL, BREAKAWAY | | | 0041 808-06701 1605.000 LFT | 0.05000 80.25| 0.60000 963.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0042 808-06703 4435.000 LFT | 0.30000 1330.50| 0.55000 2439.25| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0043 808-06716 17788.000 LFT | 0.10000 1778.80| 0.28000 4980.64| LINE, REMOVE | | | 0044 808-75245 2265.000 LFT | 1.02000 2310.30| 0.55000 1245.75| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0045 808-75994 114.000 EACH | 1.00000 114.00| 4.50000 513.00| PRISMATIC REFLECTOR | | | 0046 808-75998 57.000 EACH | 37.00000 2109.00| 71.45000 4072.65| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 422,144.26| $ 437,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 422,144.26| $ 437,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 165 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,090,980.83 ROUTE : CALL ORDER : 165 CONTRACT ID : R -27438-B COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/22/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0461550 LARSON-DANIELSON CONSTRUCTION $ 1,141,461.00 100.0000% 2 35-1035122 GARIUP CONSTRUCTION CO. INC. $ 1,185,840.00 103.8879% ==================================================================================================================================== |( 1 ) 35-0461550 |( 2 ) 35-1035122 |( ) |LARSON-DANIELSON CONSTRUCTIO |GARIUP CONSTRUCTION CO. INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, RAILROAD STATION REHABILITATION | | | 0001 105-06845 LUMP | 1847.79000 1847.79| 5234.09000 5234.09| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 766.65000 6899.85| 2546.85000 22921.65| FIELD OFFICE, B | | | 0003 110-01001 LUMP | 49500.23000 49500.23| 61951.69000 61951.69| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 5704.17000 5704.17| 1046.86000 1046.86| CLEARING RIGHT OF WAY | | | 0005 202-02240 544.000 SYS | 8.40000 4569.60| 7.14000 3884.16| PAVEMENT REMOVAL | | | 0006 202-02278 1076.000 LFT | 1.92000 2065.92| 2.55000 2743.80| CURB, CONCRETE, REMOVE | | | 0007 202-52710 277.000 SYS | 4.12000 1141.24| 7.32000 2027.64| SIDEWALK, CONCRETE, REMOVE | | | 0008 203-02000 718.000 CYS | 16.98000 12191.64| 8.56000 6146.08| EXCAVATION, COMMON | | | 0009 211-07454 86.000 CYS | 14.83000 1275.38| 31.41000 2701.26| STRUCTURE BACKFILL | | | 0010 301-07448 820.000 TON | 28.16000 23091.20| 31.80000 26076.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 402-07432 44.000 TON | 71.87000 3162.28| 65.95000 2901.80| HMA SURFACE, TYPE A | | | 0012 402-07435 73.000 TON | 74.28000 5422.44| 67.00000 4891.00| HMA INTERMEDIATE, TYPE A | | | 0013 604-03643 936.000 SYS | 65.20000 61027.20| 59.83000 56000.88| BRICK PAVERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 165 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,090,980.83 ROUTE : CALL ORDER : 165 CONTRACT ID : R -27438-B COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0461550 |( 2 ) 35-1035122 |( ) |LARSON-DANIELSON CONSTRUCTIO |GARIUP CONSTRUCTION CO. INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 604-03643 1748.000 SYS | 2.22000 3880.56| 18.37000 32110.76| BRICK PAVERS , REMOVE | | | 0015 604-03654 1687.000 SYS | 41.58000 70145.46| 38.16000 64375.92| BRICK PAVERS, RESET | | | 0016 605-06120 1455.000 LFT | 21.11000 30715.05| 18.36000 26713.80| CURB, CONCRETE | | | 0017 605-06125 189.000 LFT | 39.87000 7535.43| 13.66000 2581.74| CURB, CONCRETE, MODIFIED , CROSSWALK | | | BORDER | | | 0018 605-08354 7.000 SYS | 111.80000 782.60| 149.78000 1048.46| CURB RAMP, A, BRICK, MODIFIED | | | 0019 605-08354 3.000 SYS | 111.80000 335.40| 200.61000 601.83| CURB RAMP, C, BRICK, MODIFIED | | | 0020 605-08354 30.000 SYS | 111.80000 3354.00| 136.80000 4104.00| CURB RAMP, F, BRICK, MODIFIED | | | 0021 605-08354 13.000 SYS | 111.80000 1453.40| 150.81000 1960.53| CURB RAMP, H, BRICK, MODIFIED | | | 0022 621-01004 1.000 EACH | 228.17000 228.17| 209.37000 209.37| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 1585.000 SYS | 1.03000 1632.55| 1.57000 2488.45| MULCHED SEEDING, R | | | 0024 621-06570 220.000 CYS | 23.75000 5225.00| 31.41000 6910.20| TOP SOIL | | | 0025 702-90915 2.000 CYS | 305.97000 611.94| 523.44000 1046.88| CONCRETE, A | | | 0026 704-04850 101.000 SYS | 133.17000 13450.17| 117.55000 11872.55| CONCRETE CROSSWALK | | | 0027 711-03973 LUMP | 760993.23000 760993.23| 786179.07000 786179.07| BUILDING ARCHITECTURAL | | | 0028 715-91361 56.000 LFT | 81.49000 4563.44| 31.41000 1758.96| PIPE, PVC, 6 IN. | | | 0029 715-98265 146.000 LFT | 74.23000 10837.58| 31.41000 4585.86| WATER MAIN, DUCTILE IRON, 4 IN. | | | 0030 720-03194 3.000 EACH | 1825.34000 5476.02| 732.81000 2198.43| MANHOLE , REPAIR, CLEAN AND REPAIR | | | INVERT | | | 0031 732-04926 1.000 EACH | 570.42000 570.42| 4187.47000 4187.47| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 165 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,090,980.83 ROUTE : CALL ORDER : 165 CONTRACT ID : R -27438-B COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0461550 |( 2 ) 35-1035122 |( ) |LARSON-DANIELSON CONSTRUCTIO |GARIUP CONSTRUCTION CO. INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 805-95889 4501.000 LFT | 0.25000 1125.25| 0.63000 2835.63| WIRE, NO. 10 COPPER, 1C | | | 0033 807-03802 6.000 EACH | 3650.67000 21904.02| 3345.72000 20074.32| LIGHT STANDARDS , DECORATIVE | | | 0034 807-03970 6.000 EACH | 912.67000 5476.02| 761.57000 4569.42| LIGHT POLE BASE | | | 0035 807-03972 643.000 LFT | 19.39000 12467.77| 6.48000 4166.64| CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0036 808-97664 2.000 EACH | 399.29000 798.58| 366.40000 732.80| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 1,141,461.00| $ 1,185,840.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,141,461.00| $ 1,185,840.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/11/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 2,455,833.11 100.0000% 2 35-1357381 O`MARA, DAVE CONTRACTOR $ 2,546,700.00 103.7000% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 2,640,550.64 107.5216% 4 31-0515195 VALLEY ASPHALT CORPORATION $ 2,705,485.78 110.1657% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,974,741.05 121.1296% ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO. INC. |O`MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENTS | | | 0001 105-06845 LUMP | 21300.00000 21300.00| 25050.00000 25050.00| 28000.00000 28000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1489.00000 22335.00| 1000.00000 15000.00| 1650.00000 24750.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 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 | 118897.00000 118897.00| 127268.40000 127268.40| 132025.00000 132025.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 16266.00000 16266.00| 49000.00000 49000.00| 52800.00000 52800.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 1336.000 m2 | 13.00000 17368.00| 9.00000 12024.00| 8.00000 10688.00 PAVEMENT REMOVAL | | | 0009 202-02241 493.000 m | 7.50000 3697.50| 8.00000 3944.00| 6.00000 2958.00 GUARDRAIL, REMOVE | | | 0010 202-51330 LUMP | 7672.00000 7672.00| 11400.00000 11400.00| 40357.34000 40357.34 PRESENT STRUCTURE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO. INC. |O`MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 203-02000 17341.000 m3 | 11.05000 191618.05| 13.00000 225433.00| 10.50000 182080.50 EXCAVATION, COMMON | | | 0012 203-02040 1483.000 m3 | 16.78000 24884.74| 43.00000 63769.00| 34.50000 51163.50 EXCAVATION, Y | | | 0013 203-02070 8281.000 m3 | 13.88000 114940.28| 16.00000 132496.00| 15.00000 124215.00 BORROW | | | 0014 203-02235 3011.000 m2 | 1.00000 3011.00| 2.00000 6022.00| 1.65000 4968.15 BREAKING PAVEMENT | | | 0015 203-51223 3328.000 m3 | 12.00000 39936.00| 9.00000 29952.00| 10.25000 34112.00 EXCAVATION, WATERWAY | | | 0016 205-06931 546.000 Mg | 32.33000 17652.18| 21.00000 11466.00| 41.25000 22522.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06932 67.000 m | 15.00000 1005.00| 14.00000 938.00| 13.75000 921.25 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06936 161.000 Mg | 34.18000 5502.98| 31.00000 4991.00| 45.00000 7245.00 TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 918.000 m | 3.50000 3213.00| 4.50000 4131.00| 4.50000 4131.00 TEMPORARY SILT FENCE | | | 0020 205-06938 158.000 m | 54.00000 8532.00| 29.00000 4582.00| 61.00000 9638.00 TEMPORARY SLOPE DRAIN | | | 0021 211-06467 63.000 m3 | 63.60000 4006.80| 75.00000 4725.00| 104.00000 6552.00 AGGREGATE FOR END BENT BACKFILL | | | 0022 211-07454 828.000 m3 | 34.45000 28524.60| 39.00000 32292.00| 37.50000 31050.00 STRUCTURE BACKFILL | | | 0023 301-07448 4571.000 Mg | 17.67000 80769.57| 16.85000 77021.35| 16.75000 76564.25 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 306-08042 434.000 m2 | 4.60000 1996.40| 5.00000 2170.00| 10.25000 4448.50 MILLING, SCARIFICATION/PROFILE | | | 0025 306-08043 647.000 m2 | 5.58000 3610.26| 5.00000 3235.00| 8.25000 5337.75 MILLING, TRANSITION | | | 0026 401-06264 LUMP | 3200.00000 3200.00| 3200.00000 3200.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0027 401-07320 275.000 Mg | 59.75000 16431.25| 59.75000 16431.25| 87.00000 23925.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0028 401-07334 959.000 Mg | 68.75000 65931.25| 69.75000 66890.25| 73.25000 70246.75 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0029 401-07403 3036.000 Mg | 49.75000 151041.00| 49.75000 151041.00| 56.00000 170016.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07406 2041.000 Mg | 49.50000 101029.50| 49.75000 101539.75| 44.25000 90314.25 QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO. INC. |O`MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 401-07424 3707.000 Mg | 41.75000 154767.25| 39.75000 147353.25| 45.00000 166815.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0032 401-07429 1907.000 Mg | 49.75000 94873.25| 49.75000 94873.25| 54.50000 103931.50 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0033 406-05520 15.000 Mg | 200.00000 3000.00| 200.00000 3000.00| 400.00000 6000.00 ASPHALT FOR TACK COAT | | | 0034 601-01522 4.000 EACH | 1500.00000 6000.00| 1500.00000 6000.00| 1700.00000 6800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0035 601-01740 2.000 EACH | 1795.00000 3590.00| 1975.00000 3950.00| 1825.00000 3650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0036 601-01846 1.000 EACH | 1795.00000 1795.00| 1975.00000 1975.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0037 601-05999 5.000 EACH | 55.00000 275.00| 59.00000 295.00| 48.00000 240.00 CURVED TERMINAL END | | | 0038 601-94689 2.000 EACH | 2395.00000 4790.00| 2350.00000 4700.00| 2050.00000 4100.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 146.000 m | 75.89000 11079.94| 79.00000 11534.00| 43.00000 6278.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06729 6.000 EACH | 8.00000 48.00| 35.00000 210.00| 10.00000 60.00 BARRIER DELINEATOR | | | 0041 603-06040 418.000 m | 17.32000 7239.76| 18.00000 7524.00| 20.75000 8673.50 FENCE, FARM FIELD, 1190 mm | | | 0042 609-06259 194.000 m2 | 80.08000 15535.52| 69.00000 13386.00| 70.00000 13580.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0043 610-07486 879.000 Mg | 66.00000 58014.00| 64.00000 56256.00| 67.00000 58893.00 HMA FOR APPROACHES, TYPE A | | | 0044 611-06497 1.000 EACH | 105.00000 105.00| 110.00000 110.00| 175.00000 175.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 1.000 EACH | 145.00000 145.00| 150.00000 150.00| 225.00000 225.00 MAILBOX ASSEMBLY, DOUBLE | | | 0046 615-06490 40.000 EACH | 95.00000 3800.00| 110.00000 4400.00| 168.00000 6720.00 RIGHT OF WAY MARKER | | | 0047 616-02305 117.000 m3 | 186.37000 21805.29| 179.00000 20943.00| 145.00000 16965.00 GABIONS | | | 0048 616-02320 10725.000 m2 | 2.31000 24774.75| 2.50000 26812.50| 2.50000 26812.50 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO. INC. |O`MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 616-06405 3492.000 Mg | 19.85000 69316.20| 22.00000 76824.00| 21.50000 75078.00 RIPRAP, REVETMENT | | | 0050 616-06425 216.000 m2 | 111.63000 24112.08| 49.00000 10584.00| 20.75000 4482.00 RIPRAP, GROUTED, 300 mm | | | 0051 621-01004 3.000 EACH | 500.00000 1500.00| 625.00000 1875.00| 675.00000 2025.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-01371 47.000 kg | 7.17000 336.99| 11.00000 517.00| 11.25000 528.75 SEED MIXTURE, LEGUME, 2 | | | 0053 621-04258 26.000 kg | 44.15000 1147.90| 1.00000 26.00| 1.05000 27.30 SEED MIXTURE | | | 0054 621-06545 3.000 Mg | 496.14000 1488.42| 575.00000 1725.00| 565.00000 1695.00 FERTILIZER | | | 0055 621-06553 453.000 kg | 4.97000 2251.41| 6.50000 2944.50| 6.25000 2831.25 SEED MIXTURE, R | | | 0056 621-06565 12.000 Mg | 385.89000 4630.68| 450.00000 5400.00| 440.00000 5280.00 MULCHING MATERIAL | | | 0057 621-06567 150.000 kL | 6.50000 975.00| 1.00000 150.00| 1.05000 157.50 WATER | | | 0058 621-06575 8331.000 m2 | 2.87000 23909.97| 4.00000 33324.00| 4.50000 37489.50 SODDING, NURSERY | | | 0059 701-03921 45.000 m | 268.24000 12070.80| 400.00000 18000.00| 250.00000 11250.00 PILE, STEEL H, HP 360 X 152 | | | 0060 701-91792 10.000 EACH | 153.77000 1537.70| 150.00000 1500.00| 125.00000 1250.00 PILE TIP, STEEL H | | | 0061 702-51015 14.000 m3 | 280.43000 3926.02| 295.00000 4130.00| 375.00000 5250.00 CONCRETE, B, FOOTINGS | | | 0062 702-51110 146.000 kg | 6.72000 981.12| 4.00000 584.00| 8.00000 1168.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0063 702-90915 11.000 m3 | 786.53000 8651.83| 489.00000 5379.00| 850.00000 9350.00 CONCRETE, A | | | 0064 703-51032 37453.000 kg | 1.60000 59924.80| 1.75000 65542.75| 1.85000 69288.05 REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 198.000 m3 | 723.00000 143154.00| 455.00000 90090.00| 650.00000 128700.00 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 4.000 EACH | 1272.12000 5088.48| 1350.00000 5400.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51020 15.000 m3 | 703.00000 10545.00| 575.00000 8625.00| 556.00000 8340.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO. INC. |O`MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 707-06404 158.000 m | 1065.67000 168375.86| 963.00000 152154.00| 950.00000 150100.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 2134 mm X 1067 mm | | | 0069 709-51821 LUMP | 2920.00000 2920.00| 3000.00000 3000.00| 2920.00000 2920.00 SURFACE SEAL | | | 0070 714-91847 48.000 m | 1040.56000 49946.88| 1395.00000 66960.00| 995.00000 47760.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 1500 mm | | | 0071 715-05048 1139.000 m | 20.66000 23531.74| 14.00000 15946.00| 12.00000 13668.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0072 715-05053 95.000 m | 75.00000 7125.00| 39.00000 3705.00| 74.25000 7053.75 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0073 715-05136 51.000 m | 439.00000 22389.00| 600.00000 30600.00| 535.00000 27285.00 PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0074 715-05151 251.000 m | 77.50000 19452.50| 129.00000 32379.00| 80.00000 20080.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0075 715-05169 77.000 m | 88.22000 6792.94| 129.00000 9933.00| 92.50000 7122.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0076 715-05407 58.000 m | 22.83000 1324.14| 39.00000 2262.00| 9.00000 522.00 PIPE, END BENT DRAIN, 150 mm | | | 0077 715-06357 1.000 EACH | 811.31000 811.31| 2300.00000 2300.00| 4200.00000 4200.00 CONCRETE ANCHOR, 1800 mm | | | 0078 715-46005 8.000 EACH | 290.94000 2327.52| 195.00000 1560.00| 275.00000 2200.00 PIPE END SECTION, 375 mm | | | 0079 718-06531 12.000 EACH | 450.00000 5400.00| 495.00000 5940.00| 575.00000 6900.00 OUTLET PROTECTOR, 3 | | | 0080 718-06532 1233.000 m | 3.28000 4044.24| 3.50000 4315.50| 3.75000 4623.75 VIDEO INSPECTION FOR UNDERDRAINS | | | 0081 718-52610 214.000 m3 | 41.15000 8806.10| 39.00000 8346.00| 38.50000 8239.00 AGGREGATE FOR UNDERDRAINS | | | 0082 718-99153 2105.000 m2 | 2.10000 4420.50| 1.75000 3683.75| 1.85000 3894.25 GEOTEXTILES FOR UNDERDRAIN | | | 0083 720-45030 2.000 EACH | 952.16000 1904.32| 1300.00000 2600.00| 1020.00000 2040.00 INLET, E7 | | | 0084 720-45035 1.000 EACH | 952.16000 952.16| 1300.00000 1300.00| 1100.00000 1100.00 INLET, F7 | | | 0085 720-45135 3.000 EACH | 1101.02000 3303.06| 1300.00000 3900.00| 1100.00000 3300.00 INLET, F7, MODIFIED | | | 0086 728-98377 LUMP | 1920.00000 1920.00| 2000.00000 2000.00| 1920.00000 1920.00 MASONRY COATING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO. INC. |O`MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 801-04308 11.000 EACH | 295.00000 3245.00| 300.00000 3300.00| 120.00000 1320.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0088 801-06207 2962.000 m | 3.00000 8886.00| 3.00000 8886.00| 4.25000 12588.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0089 801-06625 20.000 EACH | 98.00000 1960.00| 105.00000 2100.00| 65.00000 1300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0090 801-06640 38.000 EACH | 135.00000 5130.00| 148.00000 5624.00| 140.00000 5320.00 CONSTRUCTION SIGN, A | | | 0091 801-06645 30.000 EACH | 50.00000 1500.00| 50.00000 1500.00| 35.00000 1050.00 CONSTRUCTION SIGN, B | | | 0092 801-06775 LUMP | 38233.00000 38233.00| 39400.00000 39400.00| 48000.00000 48000.00 MAINTAINING TRAFFIC | | | 0093 801-07023 2.000 EACH | 3100.00000 6200.00| 3100.00000 6200.00| 4400.00000 8800.00 ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | 0094 801-07118 72.000 m | 55.50000 3996.00| 59.00000 4248.00| 21.75000 1566.00 BARRICADE, III-A | | | 0095 801-07119 50.000 m | 63.00000 3150.00| 69.00000 3450.00| 21.75000 1087.50 BARRICADE, III-B | | | 0096 801-08388 130.000 m | 96.80000 12584.00| 58.00000 7540.00| 51.50000 6695.00 TEMPORARY TRAFFIC BARRIER | | | 0097 802-05701 51.000 m | 37.92000 1933.92| 41.00000 2091.00| 44.00000 2244.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0098 802-05702 30.000 m | 37.92000 1137.60| 41.00000 1230.00| 52.00000 1560.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0099 802-05705 36.000 m | 35.29000 1270.44| 41.00000 1476.00| 40.00000 1440.00 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0100 802-07057 11.000 m2 | 287.16000 3158.76| 300.00000 3300.00| 265.00000 2915.00 SIGN, PANEL, WITH LEGEND | | | 0101 802-76025 15.000 m2 | 192.60000 2889.00| 200.00000 3000.00| 180.00000 2700.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0102 802-76035 5.000 m2 | 214.12000 1070.60| 225.00000 1125.00| 185.00000 925.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0103 804-93726 18.000 EACH | 8.00000 144.00| 20.00000 360.00| 21.50000 387.00 DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO. INC. |O`MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 805-01815 4.000 EACH | 1967.50000 7870.00| 2050.00000 8200.00| 2130.00000 8520.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0105 805-01842 7.000 EACH | 643.12000 4501.84| 675.00000 4725.00| 700.00000 4900.00 HANDHOLE, SIGNAL | | | 0106 805-01844 370.000 m | 35.34000 13075.80| 38.00000 14060.00| 38.00000 14060.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0107 805-02202 3.000 EACH | 667.32000 2001.96| 700.00000 2100.00| 720.00000 2160.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0108 805-02503 1050.000 m | 1.28000 1344.00| 1.30000 1365.00| 1.40000 1470.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0109 805-78109 1.000 EACH | 7397.84000 7397.84| 7400.00000 7400.00| 8000.00000 8000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0110 805-78205 6.000 EACH | 541.38000 3248.28| 595.00000 3570.00| 585.00000 3510.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0111 805-78415 3.000 EACH | 1449.67000 4349.01| 1595.00000 4785.00| 1575.00000 4725.00 SPAN, CATENARY, AND TETHER | | | 0112 805-78420 3.000 EACH | 172.52000 517.56| 175.00000 525.00| 185.00000 555.00 DISCONNECT HANGER | | | 0113 805-78445 1.000 EACH | 639.82000 639.82| 650.00000 650.00| 695.00000 695.00 SIGNAL SERVICE | | | 0114 805-78467 20.000 m | 4.65000 93.00| 5.00000 100.00| 5.00000 100.00 SIGNAL CABLE, 3C 8GA. | | | 0115 805-78485 25.000 m | 3.17000 79.25| 3.50000 87.50| 3.25000 81.25 SIGNAL CABLE, 5C 14GA. | | | 0116 805-78490 140.000 m | 3.39000 474.60| 3.75000 525.00| 3.50000 490.00 SIGNAL CABLE, 7C 14GA. | | | 0117 805-78510 1060.000 m | 2.56000 2713.60| 3.00000 3180.00| 2.75000 2915.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0118 805-78785 3.000 EACH | 612.32000 1836.96| 675.00000 2025.00| 660.00000 1980.00 SIGNAL DETECTOR HOUSING | | | 0119 805-78795 330.000 m | 23.53000 7764.90| 24.00000 7920.00| 25.50000 8415.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0120 805-78925 1.000 EACH | 755.32000 755.32| 775.00000 775.00| 815.00000 815.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0121 805-81060 4.000 EACH | 3468.66000 13874.64| 3700.00000 14800.00| 3750.00000 15000.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO. INC. |O`MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 805-92504 9.000 EACH | 188.28000 1694.52| 200.00000 1800.00| 200.00000 1800.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0123 808-01226 10.000 EACH | 35.00000 350.00| 1.00000 10.00| 20.00000 200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0124 808-06703 2501.000 m | 1.18000 2951.18| 1.25000 3126.25| 0.90000 2250.90 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0125 808-06705 87.000 m | 2.36000 205.32| 2.50000 217.50| 3.15000 274.05 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0126 808-75051 90.000 m | 4.76000 428.40| 5.00000 450.00| 5.25000 472.50 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0127 808-75054 90.000 m | 4.76000 428.40| 5.00000 450.00| 5.25000 472.50 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0128 808-75240 24.000 m | 1.28000 30.72| 1.25000 30.00| 0.90000 21.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0129 808-75245 1481.000 m | 1.18000 1747.58| 1.25000 1851.25| 0.90000 1332.90 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0130 808-75260 51.000 m | 9.51000 485.01| 10.00000 510.00| 8.50000 433.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0131 808-75278 116.000 m | 9.51000 1103.16| 10.00000 1160.00| 8.50000 986.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0132 808-75297 22.000 m | 19.35000 425.70| 20.00000 440.00| 21.00000 462.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0133 808-75320 7.000 EACH | 60.00000 420.00| 60.00000 420.00| 65.00000 455.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0134 808-75325 5.000 EACH | 65.00000 325.00| 70.00000 350.00| 95.00000 475.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0135 808-75996 109.000 EACH | 21.45000 2338.05| 24.00000 2616.00| 23.00000 2507.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO. INC. |O`MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0136 808-75998 140.000 EACH | 31.20000 4368.00| 39.00000 5460.00| 33.00000 4620.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0137 808-92027 548.000 m | 2.36000 1293.28| 2.50000 1370.00| 3.20000 1753.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0138 207-08263 12500.000 m2 | 4.18000 52250.00| 6.35000 79375.00| 8.25000 103125.00 SUBGRADE TREATMENT, TYPE IA | | | 0139 701-02938 45.000 m | 414.54000 18654.30| 10.00000 450.00| 250.00000 11250.00 CORED HOLE IN ROCK, 610 mm | | | SECTION TOTALS | $ 2,455,833.11| $ 2,546,700.00| $ 2,640,550.64 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,455,833.11| $ 2,546,700.00| $ 2,640,550.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-0515195 |( 5 ) 35-1618530 |( ) |VALLEY ASPHALT CORPORATION |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENTS | | | 0001 105-06845 LUMP | 38396.38000 38396.38| 37500.00000 37500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1490.00000 22350.00| 1800.00000 27000.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 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 | | | 0006 110-01001 LUMP | 53633.71000 53633.71| 140000.00000 140000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 17811.37000 17811.37| 55000.00000 55000.00| CLEARING RIGHT OF WAY | | | 0008 202-02240 1336.000 m2 | 10.67000 14255.12| 15.00000 20040.00| PAVEMENT REMOVAL | | | 0009 202-02241 493.000 m | 6.00000 2958.00| 6.00000 2958.00| GUARDRAIL, REMOVE | | | 0010 202-51330 LUMP | 13398.32000 13398.32| 44000.00000 44000.00| PRESENT STRUCTURE, REMOVE | | | 0011 203-02000 17341.000 m3 | 12.56000 217802.96| 10.00000 173410.00| EXCAVATION, COMMON | | | 0012 203-02040 1483.000 m3 | 18.57000 27539.31| 65.00000 96395.00| EXCAVATION, Y | | | 0013 203-02070 8281.000 m3 | 14.89000 123304.09| 18.00000 149058.00| BORROW | | | 0014 203-02235 3011.000 m2 | 1.50000 4516.50| 2.00000 6022.00| BREAKING PAVEMENT | | | 0015 203-51223 3328.000 m3 | 17.81000 59271.68| 12.00000 39936.00| EXCAVATION, WATERWAY | | | 0016 205-06931 546.000 Mg | 29.00000 15834.00| 50.00000 27300.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06932 67.000 m | 43.82000 2935.94| 22.00000 1474.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06936 161.000 Mg | 42.32000 6813.52| 30.00000 4830.00| TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-0515195 |( 5 ) 35-1618530 |( ) |VALLEY ASPHALT CORPORATION |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06937 918.000 m | 10.15000 9317.70| 5.50000 5049.00| TEMPORARY SILT FENCE | | | 0020 205-06938 158.000 m | 52.18000 8244.44| 165.00000 26070.00| TEMPORARY SLOPE DRAIN | | | 0021 211-06467 63.000 m3 | 104.00000 6552.00| 75.00000 4725.00| AGGREGATE FOR END BENT BACKFILL | | | 0022 211-07454 828.000 m3 | 47.21000 39089.88| 40.00000 33120.00| STRUCTURE BACKFILL | | | 0023 301-07448 4571.000 Mg | 19.98000 91328.58| 20.00000 91420.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 306-08042 434.000 m2 | 12.66000 5494.44| 10.00000 4340.00| MILLING, SCARIFICATION/PROFILE | | | 0025 306-08043 647.000 m2 | 10.55000 6825.85| 8.00000 5176.00| MILLING, TRANSITION | | | 0026 401-06264 LUMP | 1929.72000 1929.72| 2000.00000 2000.00| PROFILOGRAPH, HMA | | | 0027 401-07320 275.000 Mg | 80.17000 22046.75| 82.00000 22550.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0028 401-07334 959.000 Mg | 67.47000 64703.73| 70.00000 67130.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0029 401-07403 3036.000 Mg | 51.55000 156505.80| 53.00000 160908.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07406 2041.000 Mg | 40.83000 83334.03| 42.00000 85722.00| QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0031 401-07424 3707.000 Mg | 41.51000 153877.57| 43.00000 159401.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0032 401-07429 1907.000 Mg | 50.20000 95731.40| 52.00000 99164.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0033 406-05520 15.000 Mg | 571.87000 8578.05| 375.00000 5625.00| ASPHALT FOR TACK COAT | | | 0034 601-01522 4.000 EACH | 1700.00000 6800.00| 1750.00000 7000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0035 601-01740 2.000 EACH | 1825.00000 3650.00| 1850.00000 3700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0036 601-01846 1.000 EACH | 1600.00000 1600.00| 1650.00000 1650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-0515195 |( 5 ) 35-1618530 |( ) |VALLEY ASPHALT CORPORATION |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 601-05999 5.000 EACH | 48.00000 240.00| 50.00000 250.00| CURVED TERMINAL END | | | 0038 601-94689 2.000 EACH | 2050.00000 4100.00| 2100.00000 4200.00| GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 146.000 m | 43.00000 6278.00| 45.00000 6570.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06729 6.000 EACH | 10.00000 60.00| 9.00000 54.00| BARRIER DELINEATOR | | | 0041 603-06040 418.000 m | 17.22000 7197.96| 21.00000 8778.00| FENCE, FARM FIELD, 1190 mm | | | 0042 609-06259 194.000 m2 | 70.00000 13580.00| 90.00000 17460.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0043 610-07486 879.000 Mg | 61.80000 54322.20| 63.00000 55377.00| HMA FOR APPROACHES, TYPE A | | | 0044 611-06497 1.000 EACH | 195.43000 195.43| 180.00000 180.00| MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 1.000 EACH | 201.16000 201.16| 230.00000 230.00| MAILBOX ASSEMBLY, DOUBLE | | | 0046 615-06490 40.000 EACH | 168.00000 6720.00| 175.00000 7000.00| RIGHT OF WAY MARKER | | | 0047 616-02305 117.000 m3 | 264.79000 30980.43| 200.00000 23400.00| GABIONS | | | 0048 616-02320 10725.000 m2 | 1.89000 20270.25| 2.50000 26812.50| GEOTEXTILES | | | 0049 616-06405 3492.000 Mg | 20.89000 72947.88| 25.00000 87300.00| RIPRAP, REVETMENT | | | 0050 616-06425 216.000 m2 | 29.31000 6330.96| 30.00000 6480.00| RIPRAP, GROUTED, 300 mm | | | 0051 621-01004 3.000 EACH | 490.00000 1470.00| 650.00000 1950.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-01371 47.000 kg | 18.00000 846.00| 11.00000 517.00| SEED MIXTURE, LEGUME, 2 | | | 0053 621-04258 26.000 kg | 0.10000 2.60| 1.10000 28.60| SEED MIXTURE | | | 0054 621-06545 3.000 Mg | 360.00000 1080.00| 575.00000 1725.00| FERTILIZER | | | 0055 621-06553 453.000 kg | 6.00000 2718.00| 7.00000 3171.00| SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-0515195 |( 5 ) 35-1618530 |( ) |VALLEY ASPHALT CORPORATION |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 621-06565 12.000 Mg | 330.00000 3960.00| 450.00000 5400.00| MULCHING MATERIAL | | | 0057 621-06567 150.000 kL | 5.00000 750.00| 5.00000 750.00| WATER | | | 0058 621-06575 8331.000 m2 | 2.80000 23326.80| 3.00000 24993.00| SODDING, NURSERY | | | 0059 701-03921 45.000 m | 250.00000 11250.00| 400.00000 18000.00| PILE, STEEL H, HP 360 X 152 | | | 0060 701-91792 10.000 EACH | 125.00000 1250.00| 175.00000 1750.00| PILE TIP, STEEL H | | | 0061 702-51015 14.000 m3 | 375.00000 5250.00| 800.00000 11200.00| CONCRETE, B, FOOTINGS | | | 0062 702-51110 146.000 kg | 11.78000 1719.88| 8.00000 1168.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0063 702-90915 11.000 m3 | 850.00000 9350.00| 1400.00000 15400.00| CONCRETE, A | | | 0064 703-51032 37453.000 kg | 1.85000 69288.05| 2.25000 84269.25| REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 198.000 m3 | 650.00000 128700.00| 800.00000 158400.00| CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 4.000 EACH | 1300.00000 5200.00| 2000.00000 8000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51020 15.000 m3 | 556.00000 8340.00| 750.00000 11250.00| CONCRETE, C, RAILING | | | 0068 707-06404 158.000 m | 950.00000 150100.00| 1500.00000 237000.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 2134 mm X 1067 mm | | | 0069 709-51821 LUMP | 2920.00000 2920.00| 3000.00000 3000.00| SURFACE SEAL | | | 0070 714-91847 48.000 m | 2368.19000 113673.12| 1200.00000 57600.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 1500 mm | | | 0071 715-05048 1139.000 m | 30.04000 34215.56| 25.00000 28475.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0072 715-05053 95.000 m | 69.88000 6638.60| 65.00000 6175.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0073 715-05136 51.000 m | 1615.59000 82395.09| 1000.00000 51000.00| PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0074 715-05151 251.000 m | 172.83000 43380.33| 135.00000 33885.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-0515195 |( 5 ) 35-1618530 |( ) |VALLEY ASPHALT CORPORATION |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 715-05169 77.000 m | 232.75000 17921.75| 140.00000 10780.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0076 715-05407 58.000 m | 111.83000 6486.14| 40.00000 2320.00| PIPE, END BENT DRAIN, 150 mm | | | 0077 715-06357 1.000 EACH | 2508.14000 2508.14| 2900.00000 2900.00| CONCRETE ANCHOR, 1800 mm | | | 0078 715-46005 8.000 EACH | 427.40000 3419.20| 800.00000 6400.00| PIPE END SECTION, 375 mm | | | 0079 718-06531 12.000 EACH | 474.48000 5693.76| 825.00000 9900.00| OUTLET PROTECTOR, 3 | | | 0080 718-06532 1233.000 m | 1.50000 1849.50| 3.00000 3699.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0081 718-52610 214.000 m3 | 28.21000 6036.94| 80.00000 17120.00| AGGREGATE FOR UNDERDRAINS | | | 0082 718-99153 2105.000 m2 | 0.82000 1726.10| 1.90000 3999.50| GEOTEXTILES FOR UNDERDRAIN | | | 0083 720-45030 2.000 EACH | 804.11000 1608.22| 2600.00000 5200.00| INLET, E7 | | | 0084 720-45035 1.000 EACH | 954.13000 954.13| 2600.00000 2600.00| INLET, F7 | | | 0085 720-45135 3.000 EACH | 937.70000 2813.10| 2600.00000 7800.00| INLET, F7, MODIFIED | | | 0086 728-98377 LUMP | 1920.00000 1920.00| 2000.00000 2000.00| MASONRY COATING | | | 0087 801-04308 11.000 EACH | 163.29000 1796.19| 110.00000 1210.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0088 801-06207 2962.000 m | 4.39000 13003.18| 4.50000 13329.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0089 801-06625 20.000 EACH | 163.31000 3266.20| 75.00000 1500.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0090 801-06640 38.000 EACH | 163.32000 6206.16| 140.00000 5320.00| CONSTRUCTION SIGN, A | | | 0091 801-06645 30.000 EACH | 85.24000 2557.20| 30.00000 900.00| CONSTRUCTION SIGN, B | | | 0092 801-06775 LUMP | 58067.55000 58067.55| 12000.00000 12000.00| MAINTAINING TRAFFIC | | | 0093 801-07023 2.000 EACH | 4400.00000 8800.00| 3000.00000 6000.00| ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,541,673.94 ROUTE : US 50 CALL ORDER : 171 CONTRACT ID : R -27507-A COUNTIES : RIPLEY LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-0515195 |( 5 ) 35-1618530 |( ) |VALLEY ASPHALT CORPORATION |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 801-07118 72.000 m | 71.11000 5119.92| 21.00000 1512.00| BARRICADE, III-A | | | 0095 801-07119 50.000 m | 71.65000 3582.50| 21.00000 1050.00| BARRICADE, III-B | | | 0096 801-08388 130.000 m | 148.01000 19241.30| 135.00000 17550.00| TEMPORARY TRAFFIC BARRIER | | | 0097 802-05701 51.000 m | 40.00000 2040.00| 44.00000 2244.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0098 802-05702 30.000 m | 33.00000