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 990.00| 49.00000 1470.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0099 802-05705 36.000 m | 31.00000 1116.00| 37.00000 1332.00| SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0100 802-07057 11.000 m2 | 212.00000 2332.00| 250.00000 2750.00| SIGN, PANEL, WITH LEGEND | | | 0101 802-76025 15.000 m2 | 136.00000 2040.00| 175.00000 2625.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0102 802-76035 5.000 m2 | 140.00000 700.00| 180.00000 900.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0103 804-93726 18.000 EACH | 40.00000 720.00| 14.00000 252.00| DELINEATOR | | | 0104 805-01815 4.000 EACH | 2900.00000 11600.00| 2000.00000 8000.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0105 805-01842 7.000 EACH | 774.00000 5418.00| 650.00000 4550.00| HANDHOLE, SIGNAL | | | 0106 805-01844 370.000 m | 34.00000 12580.00| 36.00000 13320.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0107 805-02202 3.000 EACH | 825.00000 2475.00| 675.00000 2025.00| SIGNAL DETECTOR HOUSING, DOUBLE | | | 0108 805-02503 1050.000 m | 1.00000 1050.00| 1.30000 1365.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0109 805-78109 1.000 EACH | 7290.00000 7290.00| 7500.00000 7500.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -16 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0110 805-78205 6.000 EACH | 508.00000 3048.00| 550.00000 3300.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0111 805-78415 3.000 EACH | 1313.00000 3939.00| 1500.00000 4500.00| SPAN, CATENARY, AND TETHER | | | 0112 805-78420 3.000 EACH | 206.00000 618.00| 175.00000 525.00| DISCONNECT HANGER | | | 0113 805-78445 1.000 EACH | 465.00000 465.00| 650.00000 650.00| SIGNAL SERVICE | | | 0114 805-78467 20.000 m | 5.20000 104.00| 4.75000 95.00| SIGNAL CABLE, 3C 8GA. | | | 0115 805-78485 25.000 m | 3.90000 97.50| 3.20000 80.00| SIGNAL CABLE, 5C 14GA. | | | 0116 805-78490 140.000 m | 4.00000 560.00| 3.40000 476.00| SIGNAL CABLE, 7C 14GA. | | | 0117 805-78510 1060.000 m | 2.40000 2544.00| 2.60000 2756.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0118 805-78785 3.000 EACH | 740.00000 2220.00| 625.00000 1875.00| SIGNAL DETECTOR HOUSING | | | 0119 805-78795 330.000 m | 20.00000 6600.00| 23.60000 7788.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0120 805-78925 1.000 EACH | 900.00000 900.00| 760.00000 760.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0121 805-81060 4.000 EACH | 3900.00000 15600.00| 3500.00000 14000.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0122 805-92504 9.000 EACH | 175.00000 1575.00| 190.00000 1710.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0123 808-01226 10.000 EACH | 35.00000 350.00| 32.00000 320.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0124 808-06703 2501.000 m | 1.27000 3176.27| 0.90000 2250.90| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0125 808-06705 87.000 m | 4.07000 354.09| 3.10000 269.70| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0126 808-75051 90.000 m | 7.63000 686.70| 5.25000 472.50| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0127 808-75054 90.000 m | 7.63000 686.70| 5.25000 472.50| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 171 -17 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0128 808-75240 24.000 m | 1.27000 30.48| 0.90000 21.60| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0129 808-75245 1481.000 m | 1.27000 1880.87| 0.90000 1332.90| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0130 808-75260 51.000 m | 6.11000 311.61| 8.50000 433.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0131 808-75278 116.000 m | 6.11000 708.76| 8.50000 986.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0132 808-75297 22.000 m | 12.23000 269.06| 21.00000 462.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0133 808-75320 7.000 EACH | 64.00000 448.00| 62.00000 434.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0134 808-75325 5.000 EACH | 91.25000 456.25| 93.00000 465.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0135 808-75996 109.000 EACH | 9.09000 990.81| 15.00000 1635.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0136 808-75998 140.000 EACH | 35.00000 4900.00| 33.00000 4620.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0137 808-92027 548.000 m | 4.07000 2230.36| 3.20000 1753.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0138 207-08263 12500.000 m2 | 7.67000 95875.00| 8.00000 100000.00| SUBGRADE TREATMENT, TYPE IA | | | 0139 701-02938 45.000 m | 250.00000 11250.00| 400.00000 18000.00| CORED HOLE IN ROCK, 610 mm | | | SECTION TOTALS | $ 2,705,485.78| $ 2,974,741.05| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,705,485.78| $ 2,974,741.05| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 38TH STREET CALL ORDER : 191 CONTRACT ID : R -27620-A COUNTIES : MARION LETTING DATE : 01/18/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,524,540.59 100.0000% 2 35-1139301 E & B PAVING, INC. $ 5,745,000.00 103.9905% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 5,819,028.00 105.3305% 4 35-1609544 SCHUTT-LOOKABILL CO $ 6,582,639.68 119.1527% ==================================================================================================================================== ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 192 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 311,836.00 ROUTE : CALL ORDER : 192 CONTRACT ID : R -27674-B COUNTIES : PERRY LETTING DATE : 01/18/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 06/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 234,710.00 100.0000% 2 35-1503990 HELMING BROTHERS INC. $ 243,988.72 103.9533% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 423,778.00 180.5539% ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1503990 |( 3 ) 35-1009310 |CLR, INC. |HELMING BROTHERS INC. |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BUILDING RESTORATION | | | 0001 105-06845 LUMP | 1500.00000 1500.00| 0.00000 0.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1900.00000 11400.00| 6424.56000 38547.36| 1200.00000 7200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP | 11700.00000 11700.00| 7020.00000 7020.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-03729 6.000 LFT | 60.00000 360.00| 0.00000 0.00| 0.00000 0.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0005 210-05665 LUMP | 194750.00000 194750.00| 146007.46000 146007.46| 232324.00000 232324.00 ROOFING | | | 0006 711-03973 LUMP | 15000.00000 15000.00| 52413.90000 52413.90| 161754.00000 161754.00 BUILDING ARCHITECTURAL | | | SECTION TOTALS | $ 234,710.00| $ 243,988.72| $ 423,778.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 234,710.00| $ 243,988.72| $ 423,778.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 193 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 231 CALL ORDER : 193 CONTRACT ID : R -27702-B COUNTIES : JASPER LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/10/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 484,999.86 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 522,321.32 107.6951% ==================================================================================================================================== ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 195 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,350,640.66 ROUTE : 20 CALL ORDER : 195 CONTRACT ID : R -27842-C COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,351,268.73 100.0000% 2 35-1120685 WALSH & KELLY INC $ 2,479,965.42 105.4735% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY 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 | 32600.00000 32600.00| 45000.00000 45000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1650.00000 19800.00| 2900.00000 34800.00| 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 | 117400.00000 117400.00| 114000.00000 114000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 35000.00000 35000.00| 100000.00000 100000.00| CLEARING RIGHT OF WAY | | | 0008 202-02273 1134.000 m2 | 22.36000 25356.24| 18.00000 20412.00| CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02278 1273.000 m | 27.59000 35122.07| 9.00000 11457.00| CURB, CONCRETE, REMOVE | | | 0010 202-05545 617.000 m3 | 69.89000 43122.13| 49.00000 30233.00| REGULATED MATERIALS, DISPOSE, C | | | 0011 202-05550 617.000 m3 | 18.75000 11568.75| 11.00000 6787.00| REGULATED MATERIALS, REMOVE, C | | | 0012 202-05555 617.000 m3 | 40.91000 25241.47| 24.00000 14808.00| REGULATED MATERIALS, TRANSPORT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 195 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,350,640.66 ROUTE : 20 CALL ORDER : 195 CONTRACT ID : R -27842-C COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-05571 53.000 EACH | 202.27000 10720.31| 180.00000 9540.00| TESTING FOR WASTES | | | 0014 202-74090 LUMP | 579.55000 579.55| 510.00000 510.00| OVERHEAD SIGN STRUCTURE, REMOVE | | | 0015 202-78515 LUMP | 1488.64000 1488.64| 1310.00000 1310.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0016 202-91385 9.000 EACH | 418.18000 3763.62| 350.00000 3150.00| INLET, REMOVE | | | 0017 202-93047 1.000 EACH | 418.18000 418.18| 350.00000 350.00| MANHOLE, REMOVE | | | 0018 202-93999 4.000 EACH | 397.73000 1590.92| 350.00000 1400.00| SIGNAL POLE, REMOVE | | | 0019 202-96151 LUMP | 681.82000 681.82| 600.00000 600.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0020 203-02000 2845.000 m3 | 25.00000 71125.00| 30.00000 85350.00| EXCAVATION, COMMON | | | 0021 203-02070 1265.000 m3 | 30.00000 37950.00| 12.00000 15180.00| BORROW | | | 0022 205-03371 30.000 m3 | 67.00000 2010.00| 80.00000 2400.00| SEDIMENT REMOVE | | | 0023 205-06932 4.000 m | 136.36000 545.44| 120.00000 480.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06933 9.000 EACH | 79.55000 715.95| 70.00000 630.00| TEMPORARY DITCH INLET PROTECTION | | | 0025 207-08263 5508.000 m2 | 14.00000 77112.00| 0.50000 2754.00| SUBGRADE TREATMENT, TYPE IA | | | 0026 211-07454 14.000 m3 | 61.36000 859.04| 30.00000 420.00| STRUCTURE BACKFILL | | | 0027 213-08058 372.000 m3 | 101.14000 37624.08| 85.00000 31620.00| FLOWABLE BACKFILL | | | 0028 301-07448 1162.000 Mg | 30.00000 34860.00| 26.00000 30212.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 304-07494 2090.000 Mg | 56.75000 118607.50| 65.00000 135850.00| WIDENING WITH HMA, TYPE C | | | 0030 306-08036 18625.000 m2 | 1.24000 23095.00| 2.50000 46562.50| MILLING, ASPHALT, 50 mm | | | 0031 306-08043 1620.000 m2 | 4.17000 6755.40| 4.50000 7290.00| MILLING, TRANSITION | | | 0032 401-06264 LUMP | 1500.00000 1500.00| 1200.00000 1200.00| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 195 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,350,640.66 ROUTE : 20 CALL ORDER : 195 CONTRACT ID : R -27842-C COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 401-07334 2145.000 Mg | 60.50000 129772.50| 65.00000 139425.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0034 401-07403 7950.000 Mg | 47.50000 377625.00| 51.00000 405450.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0035 401-07424 1330.000 Mg | 45.00000 59850.00| 58.00000 77140.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0036 406-05520 15.000 Mg | 580.00000 8700.00| 0.01000 0.15| ASPHALT FOR TACK COAT | | | 0037 605-06120 126.000 m | 103.35000 13022.10| 100.00000 12600.00| CURB, CONCRETE | | | 0038 605-06140 1101.000 m | 54.55000 60059.55| 100.00000 110100.00| CURB AND GUTTER, CONCRETE | | | 0039 605-06145 21.000 m | 109.09000 2290.89| 100.00000 2100.00| CURB AND GUTTER, B, CONCRETE | | | 0040 605-06200 29.000 m | 323.92000 9393.68| 275.00000 7975.00| CENTER CURB, A, CONCRETE | | | 0041 605-06255 697.000 m2 | 100.75000 70222.75| 150.00000 104550.00| CENTER CURB, D, CONCRETE | | | 0042 605-94811 2.000 EACH | 1509.13000 3018.26| 1400.00000 2800.00| CURB TURNOUT | | | 0043 610-07486 288.000 Mg | 88.00000 25344.00| 100.00000 28800.00| HMA FOR APPROACHES, TYPE A | | | 0044 610-07488 63.000 Mg | 94.00000 5922.00| 95.00000 5985.00| HMA FOR APPROACHES, TYPE C | | | 0045 610-07712 1530.000 m2 | 68.43000 104697.90| 80.00000 122400.00| PCCP FOR APPROACHES, 150 mm | | | 0046 611-08232 1.000 EACH | 175.00000 175.00| 165.00000 165.00| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0047 615-06490 22.000 EACH | 267.05000 5875.10| 135.00000 2970.00| RIGHT OF WAY MARKER | | | 0048 615-06505 6.000 EACH | 710.23000 4261.38| 500.00000 3000.00| MONUMENT, B | | | 0049 615-06520 1.000 EACH | 795.45000 795.45| 500.00000 500.00| MONUMENT, RE-ESTABLISH | | | 0050 616-06451 18.000 Mg | 104.40000 1879.20| 55.00000 990.00| RIPRAP, UNIFORM | | | 0051 621-06567 62.000 kL | 5.68000 352.16| 5.00000 310.00| WATER | | | 0052 621-06574 3436.000 m2 | 4.38000 15049.68| 3.85000 13228.60| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 195 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,350,640.66 ROUTE : 20 CALL ORDER : 195 CONTRACT ID : R -27842-C COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 702-90915 16.000 m3 | 255.68000 4090.88| 75.00000 1200.00| CONCRETE, A | | | 0054 715-02397 1.000 EACH | 2561.93000 2561.93| 4500.00000 4500.00| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0055 715-03584 3.000 EACH | 925.00000 2775.00| 850.00000 2550.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0056 715-05024 24.000 m | 254.55000 6109.20| 225.00000 5400.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0057 715-05149 580.000 m | 139.20000 80736.00| 130.00000 75400.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05151 127.000 m | 117.61000 14936.47| 105.00000 13335.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0059 715-05154 1.000 m | 266.48000 266.48| 340.00000 340.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0060 715-05171 73.000 m | 146.59000 10701.07| 130.00000 9490.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0061 715-05338 60.000 m | 382.95000 22977.00| 340.00000 20400.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0062 715-08306 335.000 Mg | 70.00000 23450.00| 65.00000 21775.00| HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0063 715-96389 1.000 EACH | 1806.82000 1806.82| 1300.00000 1300.00| PIPE END SECTION, PRECAST CONCRETE, 600 | | | mm | | | 0064 720-04596 1.000 EACH | 4795.45000 4795.45| 5000.00000 5000.00| MANHOLE, J-10 MODIFIED | | | 0065 720-08242 4.000 EACH | 6835.23000 27340.92| 6000.00000 24000.00| MANHOLE, L15, MODIFIED | | | 0066 720-44000 29.000 EACH | 712.18000 20653.22| 400.00000 11600.00| CASTING, ADJUST TO GRADE | | | 0067 720-44025 11.000 EACH | 699.11000 7690.21| 735.00000 8085.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0068 720-45045 5.000 EACH | 1868.18000 9340.90| 2000.00000 10000.00| INLET, J10 | | | 0069 720-45055 2.000 EACH | 4107.96000 8215.92| 4000.00000 8000.00| INLET, M10 | | | 0070 720-45235 1.000 EACH | 3814.77000 3814.77| 4000.00000 4000.00| CATCH BASIN, E7 | | | 0071 720-45605 1.000 m | 1363.64000 1363.64| 2000.00000 2000.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 195 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,350,640.66 ROUTE : 20 CALL ORDER : 195 CONTRACT ID : R -27842-C COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 720-91973 3.000 EACH | 5240.91000 15722.73| 5000.00000 15000.00| MANHOLE, H4 | | | 0073 720-98174 17.000 EACH | 2815.91000 47870.47| 3000.00000 51000.00| INLET, B15 | | | 0074 720-98555 16.000 EACH | 2661.36000 42581.76| 3000.00000 48000.00| INLET, C15 | | | 0075 732-06050 2.000 EACH | 738.64000 1477.28| 1200.00000 2400.00| CAP WELL | | | 0076 801-01504 8.000 EACH | 136.36000 1090.88| 120.00000 960.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0077 801-03290 4.000 EACH | 328.41000 1313.64| 289.00000 1156.00| CONSTRUCTION SIGN, C | | | 0078 801-06203 3929.000 m | 1.02000 4007.58| 0.90000 3536.10| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0079 801-06207 4144.000 m | 2.98000 12349.12| 2.62000 10857.28| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0080 801-06577 26.000 m | 17.89000 465.14| 15.74000 409.24| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0081 801-06640 40.000 EACH | 135.23000 5409.20| 119.00000 4760.00| CONSTRUCTION SIGN, A | | | 0082 801-06645 1.000 EACH | 56.82000 56.82| 50.00000 50.00| CONSTRUCTION SIGN, B | | | 0083 801-06710 180.000 DAY | 14.77000 2658.60| 13.00000 2340.00| FLASHING ARROW SIGN | | | 0084 801-06775 LUMP | 48825.00000 48825.00| 100000.00000 100000.00| MAINTAINING TRAFFIC | | | 0085 801-07119 47.000 m | 51.14000 2403.58| 45.00000 2115.00| BARRICADE, III-B | | | 0086 801-07612 31.000 m | 6.48000 200.88| 5.70000 176.70| TEMPORARY PAVEMENT MARKING, 600 mm | | | 0087 802-05701 28.000 m | 44.73000 1252.44| 39.36000 1102.08| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0088 802-05702 15.000 m | 41.00000 615.00| 36.08000 541.20| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 195 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,350,640.66 ROUTE : 20 CALL ORDER : 195 CONTRACT ID : R -27842-C COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 802-05706 15.000 m | 52.18000 782.70| 45.92000 688.80| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0090 802-07159 4.000 EACH | 3613.64000 14454.56| 3180.00000 12720.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0091 802-76025 28.000 m2 | 129.66000 3630.48| 114.10000 3194.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0092 802-76035 10.000 m2 | 135.77000 1357.70| 119.48000 1194.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0093 802-76045 7.000 m2 | 146.78000 1027.46| 129.17000 904.19| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0094 802-76135 4.000 EACH | 12840.91000 51363.64| 11300.00000 45200.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0095 805-01815 4.000 EACH | 2232.96000 8931.84| 1965.00000 7860.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0096 805-01842 8.000 EACH | 579.55000 4636.40| 510.00000 4080.00| HANDHOLE, SIGNAL | | | 0097 805-01844 595.000 m | 39.95000 23770.25| 35.16000 20920.20| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0098 805-02328 2728.000 m | 0.59000 1609.52| 0.52000 1418.56| SIGNAL CABLE, 1C 14GA. | | | 0099 805-03980 4.000 EACH | 270.46000 1081.84| 238.00000 952.00| EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | | 0100 805-03983 1.000 EACH | 3125.00000 3125.00| 2750.00000 2750.00| PHASE SELECTORS | | | 0101 805-04982 255.000 m | 4.92000 1254.60| 4.33000 1104.15| CABLE | | | 0102 805-05871 4.000 EACH | 613.64000 2454.56| 540.00000 2160.00| EMERGENCY VEHICLE LIGHT DETECTOR | | | 0103 805-06834 1.000 EACH | 8954.55000 8954.55| 7880.00000 7880.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0104 805-78205 2.000 EACH | 755.68000 1511.36| 665.00000 1330.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 195 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,350,640.66 ROUTE : 20 CALL ORDER : 195 CONTRACT ID : R -27842-C COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0105 805-78205 2.000 EACH | 869.32000 1738.64| 765.00000 1530.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN , WITH BACK PLATE | | | 0106 805-78215 4.000 EACH | 795.46000 3181.84| 700.00000 2800.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0107 805-78215 4.000 EACH | 818.18000 3272.72| 720.00000 2880.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW , WITH BACK | | | PLATE | | | 0108 805-78230 2.000 EACH | 965.91000 1931.82| 850.00000 1700.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0109 805-78230 2.000 EACH | 1022.73000 2045.46| 900.00000 1800.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW ,| | | WITH BACK PLATE | | | 0110 805-78415 4.000 EACH | 1272.73000 5090.92| 1120.00000 4480.00| SPAN, CATENARY, AND TETHER | | | 0111 805-78445 1.000 EACH | 465.91000 465.91| 410.00000 410.00| SIGNAL SERVICE | | | 0112 805-78467 15.000 m | 7.45000 111.75| 6.56000 98.40| SIGNAL CABLE, 3C 8GA. | | | 0113 805-78480 255.000 m | 2.42000 617.10| 2.13000 543.15| SIGNAL CABLE, 3C 14GA. | | | 0114 805-78485 73.000 m | 7.45000 543.85| 6.56000 478.88| SIGNAL CABLE, 5C 14GA. | | | 0115 805-78490 513.000 m | 3.35000 1718.55| 2.95000 1513.35| SIGNAL CABLE, 7C 14GA. | | | 0116 805-78510 1462.000 m | 3.17000 4634.54| 2.79000 4078.98| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0117 805-78785 22.000 EACH | 443.18000 9749.96| 390.00000 8580.00| SIGNAL DETECTOR HOUSING | | | 0118 805-78795 936.000 m | 32.99000 30878.64| 29.03000 27172.08| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0119 805-78925 1.000 EACH | 806.82000 806.82| 710.00000 710.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0120 805-81060 4.000 EACH | 4977.27000 19909.08| 4380.00000 17520.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 195 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,350,640.66 ROUTE : 20 CALL ORDER : 195 CONTRACT ID : R -27842-C COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 805-96014 711.000 m | 3.41000 2424.51| 12.00000 8532.00| SAW CUT, FULL DEPTH | | | 0122 808-01045 43.000 m | 10.86000 466.98| 1.97000 84.71| LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0123 808-06701 493.000 m | 2.48000 1222.64| 1.97000 971.21| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0124 808-06703 1316.000 m | 1.66000 2184.56| 1.97000 2592.52| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0125 808-75240 68.000 m | 5.82000 395.76| 1.97000 133.96| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0126 808-75245 98.000 m | 4.98000 488.04| 1.97000 193.06| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0127 808-75278 213.000 m | 5.82000 1239.66| 5.15000 1096.95| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0128 808-75297 82.000 m | 9.38000 769.16| 10.30000 844.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0129 808-75320 27.000 EACH | 38.64000 1043.28| 55.00000 1485.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0130 808-75325 11.000 EACH | 60.23000 662.53| 80.00000 880.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0131 808-92027 692.000 m | 2.68000 1854.56| 3.45000 2387.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0132 808-95638 770.000 m2 | 4.94000 3803.80| 3.15000 2425.50| CENTER CURB PAINTING | | | 0133 808-98796 56.000 m | 11.08000 620.48| 1.97000 110.32| LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 2,351,268.73| $ 2,479,965.42| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,351,268.73| $ 2,479,965.42| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 197 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,252.38 ROUTE : CALL ORDER : 197 CONTRACT ID : R -27849-C COUNTIES : MARSHALL LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1657131 MICHIANA CONTRACTING INC $ 331,608.05 100.0000% 2 35-1561256 KASER-SPRAKER CONSTRUCTION $ 342,988.00 103.4317% ==================================================================================================================================== |( 1 ) 35-1657131 |( 2 ) 35-1561256 |( ) |MICHIANA CONTRACTING INC |KASER-SPRAKER CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, HISTORICAL SITE PRESERVATION | | | 0001 105-06845 LUMP | 1200.00000 1200.00| 3350.00000 3350.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP | 26300.00000 26300.00| 12500.00000 12500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP | 4500.00000 4500.00| 3815.00000 3815.00| CLEARING RIGHT OF WAY | | | 0004 203-05859 8.000 CYS | 200.00000 1600.00| 195.00000 1560.00| FILL , RECYCLED RUBBER | | | 0005 210-05758 LUMP | 220000.00000 220000.00| 226020.00000 226020.00| BUILDING , RESTORATION | | | 0006 211-02050 1.000 CYS | 50.00000 50.00| 25.00000 25.00| B BORROW | | | 0007 301-07448 53.000 TON | 50.00000 2650.00| 59.00000 3127.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 303-07662 36.000 TON | 120.00000 4320.00| 120.00000 4320.00| STONE WASHED LANDSCAPE STONE BED | | | 0009 304-07489 29.000 TON | 190.00000 5510.00| 216.00000 6264.00| HMA PATCHING, TYPE A | | | 0010 603-03829 140.000 LFT | 70.00000 9800.00| 84.00000 11760.00| FENCE , ALUMINUM, PICKET STYLE, 6 FT. | | | 0011 603-04847 2.000 EACH | 1335.00000 2670.00| 2440.00000 4880.00| FENCE GATE , ALUMINUM, PICKET STYLE, 6 | | | FT., | | | 0012 604-07897 8.000 SYS | 130.00000 1040.00| 100.00000 800.00| CURB RAMP, CONCRETE, C | | | 0013 604-91531 270.000 SYS | 37.00000 9990.00| 40.00000 10800.00| SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 197 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,252.38 ROUTE : CALL ORDER : 197 CONTRACT ID : R -27849-C COUNTIES : MARSHALL LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1657131 |( 2 ) 35-1561256 |( ) |MICHIANA CONTRACTING INC |KASER-SPRAKER CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 605-06120 208.000 LFT | 18.00000 3744.00| 28.00000 5824.00| CURB, CONCRETE | | | 0015 610-08446 156.000 SYS | 40.00000 6240.00| 65.00000 10140.00| PCCP FOR APPROACHES, 6 IN. | | | 0016 621-06559 1370.000 SYS | 0.60000 822.00| 2.00000 2740.00| MULCHED SEEDING, R | | | 0017 621-06570 152.000 CYS | 60.00000 9120.00| 32.00000 4864.00| TOP SOIL | | | 0018 622-05625 20.000 EACH | 105.00000 2100.00| 100.00000 2000.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 48 TO 72 IN. | | | 0019 622-05626 1.000 EACH | 240.00000 240.00| 230.00000 230.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. | | | 0020 622-05631 7.000 EACH | 60.00000 420.00| 56.00000 392.00| PLANT, CONIFEROUS EVERGREEN, GLOBE, | | | DWARF, OVER 24 TO 36 IN. | | | 0021 622-05639 9.000 EACH | 60.00000 540.00| 57.00000 513.00| PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0022 622-05640 8.000 EACH | 42.00000 336.00| 40.00000 320.00| PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0023 622-05644 1.000 EACH | 220.00000 220.00| 210.00000 210.00| PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 48 TO 72 IN. | | | 0024 622-05645 1.000 EACH | 235.00000 235.00| 225.00000 225.00| PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 72 TO 96 IN. | | | 0025 622-05649 7.000 EACH | 290.00000 2030.00| 273.00000 1911.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0026 711-90932 441.000 LFT | 3.65000 1609.65| 4.00000 1764.00| EDGING, STEEL , 6 IN. | | | 0027 715-04612 118.000 LFT | 40.00000 4720.00| 81.00000 9558.00| PIPE , DUCTILE IRON, 4 IN. | | | 0028 715-05147 45.000 LFT | 40.00000 1800.00| 35.00000 1575.00| PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0029 720-45260 1.000 EACH | 1400.00000 1400.00| 1425.00000 1425.00| PIPE CATCH BASIN, 12 IN. , WITH CASTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 197 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,252.38 ROUTE : CALL ORDER : 197 CONTRACT ID : R -27849-C COUNTIES : MARSHALL LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1657131 |( 2 ) 35-1561256 |( ) |MICHIANA CONTRACTING INC |KASER-SPRAKER CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 805-95889 414.000 LFT | 0.80000 331.20| 1.00000 414.00| WIRE, NO. 10 COPPER, 1C | | | 0031 807-03965 104.000 LFT | 11.00000 1144.00| 6.00000 624.00| CONDUIT, PVC, 2.50 IN., SCHEDULE 80, | | | FOR ELECTRIC | | | 0032 807-03968 138.000 LFT | 7.00000 966.00| 2.00000 276.00| CONDUIT, PVC, 1 IN., SCHEDULE 80, FOR | | | ELECTRIC | | | 0033 807-04962 1.000 EACH | 2100.00000 2100.00| 2600.00000 2600.00| LIGHT , FIXTURE AND BASE, TYPE B | | | 0034 807-04962 1.000 EACH | 400.00000 400.00| 2684.00000 2684.00| LIGHT , ORNAMENTAL BASE | | | 0035 807-04962 1.000 EACH | 400.00000 400.00| 3205.00000 3205.00| LIGHT , ORNAMENTAL BASE WITH SIGN | | | 0036 808-04767 106.000 LFT | 4.80000 508.80| 1.00000 106.00| LINE | | | 0037 808-06714 78.000 LFT | 4.80000 374.40| 1.50000 117.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0038 808-97222 1.000 EACH | 177.00000 177.00| 50.00000 50.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 331,608.05| $ 342,988.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 331,608.05| $ 342,988.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,232,262.82 ROUTE : 22 CALL ORDER : 251 CONTRACT ID : R -28155-A COUNTIES : GRANT LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/06/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 991,020.23 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,151,645.22 116.2080% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 FLASHER MODERNIZATION | | | 0001 105-06845 LUMP | 13000.00000 13000.00| 10365.00000 10365.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1300.00000 11700.00| 1600.00000 14400.00| 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 | 49500.00000 49500.00| 58000.00000 58000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 19800.00000 19800.00| 22000.00000 22000.00| CLEARING RIGHT OF WAY | | | 0008 202-05545 248.000 CYS | 30.90000 7663.20| 29.50000 7316.00| REGULATED MATERIALS, DISPOSE, C | | | 0009 202-05550 248.000 CYS | 10.00000 2480.00| 12.00000 2976.00| REGULATED MATERIALS, REMOVE, C | | | 0010 202-05555 248.000 CYS | 14.00000 3472.00| 14.00000 3472.00| REGULATED MATERIALS, TRANSPORT, C | | | 0011 202-07603 127.000 EACH | 10.00000 1270.00| 89.00000 11303.00| TESTING FOR WASTE, C | | | 0012 202-78515 LUMP | 1250.00000 1250.00| 1250.00000 1250.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 251 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,232,262.82 ROUTE : 22 CALL ORDER : 251 CONTRACT ID : R -28155-A COUNTIES : GRANT LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-02000 5894.000 CYS | 12.00000 70728.00| 10.00000 58940.00| EXCAVATION, COMMON | | | 0014 203-02070 1494.000 CYS | 10.00000 14940.00| 17.00000 25398.00| BORROW | | | 0015 205-06931 66.000 TON | 30.00000 1980.00| 55.00000 3630.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 1.000 EACH | 100.00000 100.00| 500.00000 500.00| TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06936 54.000 TON | 40.00000 2160.00| 76.00000 4104.00| TEMPORARY SEDIMENT TRAP | | | 0018 205-06937 3463.000 LFT | 1.28000 4432.64| 3.00000 10389.00| TEMPORARY SILT FENCE | | | 0019 207-08263 13562.000 SYS | 4.50000 61029.00| 6.44000 87339.28| SUBGRADE TREATMENT, TYPE IA | | | 0020 211-02050 30.000 CYS | 90.00000 2700.00| 17.00000 510.00| B BORROW | | | 0021 211-07454 2355.000 CYS | 25.00000 58875.00| 24.00000 56520.00| STRUCTURE BACKFILL | | | 0022 213-08058 119.000 CYS | 100.00000 11900.00| 70.00000 8330.00| FLOWABLE BACKFILL | | | 0023 214-07202 134.000 SYS | 1.86000 249.24| 10.00000 1340.00| GEOGRID, I | | | 0024 301-07448 3538.000 TON | 15.00000 53070.00| 12.00000 42456.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 306-08043 1144.000 SYS | 1.00000 1144.00| 2.49000 2848.56| MILLING, TRANSITION | | | 0027 401-06264 LUMP | 1000.00000 1000.00| 4000.00000 4000.00| PROFILOGRAPH, HMA | | | 0028 401-07327 1016.000 TON | 50.00000 50800.00| 60.00000 60960.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0029 401-07397 1693.000 TON | 40.00000 67720.00| 40.00000 67720.00| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0030 401-07407 3853.000 TON | 35.50000 136781.50| 40.00000 154120.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0031 402-07433 307.000 TON | 46.00000 14122.00| 60.00000 18420.00| HMA SURFACE, TYPE B | | | 0032 402-07438 61.000 TON | 45.00000 2745.00| 54.00000 3294.00| HMA INTERMEDIATE, TYPE B | | | 0033 402-07441 810.000 TON | 36.00000 29160.00| 50.00000 40500.00| HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 251 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,232,262.82 ROUTE : 22 CALL ORDER : 251 CONTRACT ID : R -28155-A COUNTIES : GRANT LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 406-05520 12.000 TON | 200.00000 2400.00| 10.00000 120.00| ASPHALT FOR TACK COAT | | | 0035 601-94689 4.000 EACH | 2400.00000 9600.00| 2400.00000 9600.00| GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 619.000 LFT | 14.40000 8913.60| 14.40000 8913.60| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 605-06120 107.000 LFT | 33.00000 3531.00| 36.00000 3852.00| CURB, CONCRETE | | | 0038 605-06140 261.000 LFT | 21.00000 5481.00| 29.00000 7569.00| CURB AND GUTTER, CONCRETE | | | 0039 610-07486 54.000 TON | 70.00000 3780.00| 131.00000 7074.00| HMA FOR APPROACHES, TYPE A | | | 0040 610-07712 155.000 SYS | 45.00000 6975.00| 46.00000 7130.00| PCCP FOR APPROACHES, 6 IN. | | | 0041 611-06497 2.000 EACH | 150.00000 300.00| 150.00000 300.00| MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 1.000 EACH | 190.00000 190.00| 190.00000 190.00| MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 24.000 EACH | 120.00000 2880.00| 120.00000 2880.00| RIGHT OF WAY MARKER | | | 0044 615-06505 6.000 EACH | 460.00000 2760.00| 460.00000 2760.00| MONUMENT, B | | | 0045 616-02320 354.000 SYS | 4.00000 1416.00| 10.00000 3540.00| GEOTEXTILES | | | 0046 616-06405 453.000 TON | 26.00000 11778.00| 66.00000 29898.00| RIPRAP, REVETMENT | | | 0047 621-06545 1.000 TON | 583.00000 583.00| 583.00000 583.00| FERTILIZER | | | 0048 621-06553 368.000 LBS | 3.07000 1129.76| 3.07000 1129.76| SEED MIXTURE, R | | | 0049 621-06557 194.000 LBS | 3.82000 741.08| 3.82000 741.08| SEED MIXTURE, T | | | 0050 621-06565 5.000 TON | 445.00000 2225.00| 445.00000 2225.00| MULCHING MATERIAL | | | 0051 621-06567 7.000 kGAL | 5.00000 35.00| 5.00000 35.00| WATER | | | 0052 621-06574 802.000 SYS | 2.80000 2245.60| 4.30000 3448.60| SODDING | | | 0053 621-06575 1054.000 SYS | 2.80000 2951.20| 4.30000 4532.20| SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 251 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,232,262.82 ROUTE : 22 CALL ORDER : 251 CONTRACT ID : R -28155-A COUNTIES : GRANT LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 715-05019 55.000 LFT | 75.00000 4125.00| 77.00000 4235.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0055 715-05048 150.000 LFT | 18.00000 2700.00| 20.00000 3000.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0056 715-05049 150.000 LFT | 20.00000 3000.00| 22.00000 3300.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0057 715-05051 50.000 LFT | 33.00000 1650.00| 32.00000 1600.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0058 715-05121 49.000 LFT | 50.00000 2450.00| 47.00000 2303.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0059 715-05149 50.000 LFT | 60.00000 3000.00| 44.00000 2200.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0060 715-05154 1163.000 LFT | 75.00000 87225.00| 60.00000 69780.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0061 715-05169 65.000 LFT | 40.00000 2600.00| 53.00000 3445.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0062 715-08305 45.000 TON | 125.00000 5625.00| 60.00000 2700.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0063 715-46005 4.000 EACH | 200.00000 800.00| 400.00000 1600.00| PIPE END SECTION, 15 IN. | | | 0064 715-46010 2.000 EACH | 250.00000 500.00| 500.00000 1000.00| PIPE END SECTION, 18 IN. | | | 0065 715-46020 2.000 EACH | 350.00000 700.00| 600.00000 1200.00| PIPE END SECTION, 24 IN. | | | 0066 715-97692 2.000 EACH | 8500.00000 17000.00| 2000.00000 4000.00| GRATED BOX END SECTION, I, 4:1, 36 IN. | | | 0067 720-45270 1.000 EACH | 1250.00000 1250.00| 500.00000 500.00| PIPE CATCH BASIN, 18 IN. | | | 0068 720-45410 6.000 EACH | 2800.00000 16800.00| 1750.00000 10500.00| MANHOLE, C4 | | | 0069 801-04308 4.000 EACH | 235.00000 940.00| 290.00000 1160.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0070 801-06207 4438.000 LFT | 1.05000 4659.90| 2.00000 8876.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0071 801-06211 2.000 EACH | 105.00000 210.00| 60.00000 120.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0072 801-06218 42.000 LFT | 9.60000 403.20| 6.00000 252.00| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 251 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,232,262.82 ROUTE : 22 CALL ORDER : 251 CONTRACT ID : R -28155-A COUNTIES : GRANT LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 801-06625 55.000 EACH | 77.00000 4235.00| 74.00000 4070.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 39.000 EACH | 98.00000 3822.00| 150.00000 5850.00| CONSTRUCTION SIGN, A | | | 0075 801-06645 4.000 EACH | 25.00000 100.00| 40.00000 160.00| CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP | 24698.00000 24698.00| 103100.00000 103100.00| MAINTAINING TRAFFIC | | | 0077 801-07118 156.000 LFT | 13.35000 2082.60| 18.00000 2808.00| BARRICADE, III-A | | | 0078 802-05701 176.000 LFT | 10.00000 1760.00| 10.00000 1760.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0079 802-05702 305.000 LFT | 8.00000 2440.00| 8.00000 2440.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0080 802-76025 139.000 SFT | 16.75000 2328.25| 16.75000 2328.25| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0081 802-76035 42.000 SFT | 11.50000 483.00| 11.50000 483.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0082 802-76045 40.000 SFT | 13.50000 540.00| 13.50000 540.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0083 805-01815 2.000 EACH | 1750.00000 3500.00| 1750.00000 3500.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0084 805-01879 1.000 EACH | 575.00000 575.00| 575.00000 575.00| SIGNAL SERVICE, INSTALL | | | 0085 805-02087 LUMP | 200.00000 200.00| 200.00000 200.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0086 805-78010 1.000 EACH | 875.00000 875.00| 920.00000 920.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0087 805-78190 4.000 EACH | 300.00000 1200.00| 320.00000 1280.00| TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 251 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,232,262.82 ROUTE : 22 CALL ORDER : 251 CONTRACT ID : R -28155-A COUNTIES : GRANT LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 805-78195 4.000 EACH | 280.00000 1120.00| 290.00000 1160.00| TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0089 805-78415 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00| SPAN, CATENARY, AND TETHER | | | 0090 805-78420 1.000 EACH | 220.00000 220.00| 240.00000 240.00| DISCONNECT HANGER | | | 0091 805-78467 153.000 LFT | 2.50000 382.50| 2.50000 382.50| SIGNAL CABLE, 3C 8GA. | | | 0092 805-78485 598.000 LFT | 3.10000 1853.80| 3.10000 1853.80| SIGNAL CABLE, 5C 14GA. | | | 0093 805-81032 2.000 EACH | 3215.00000 6430.00| 3340.00000 6680.00| SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0094 808-06703 6570.000 LFT | 0.46000 3022.20| 0.28000 1839.60| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0095 808-75245 6306.000 LFT | 0.01000 63.06| 0.05000 315.30| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0096 808-75297 71.000 LFT | 3.90000 276.90| 3.28000 232.88| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0097 808-75320 6.000 EACH | 64.50000 387.00| 65.25000 391.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0098 808-75325 6.000 EACH | 74.00000 444.00| 94.30000 565.80| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0099 808-75996 89.000 EACH | 3.00000 267.00| 8.31000 739.59| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0100 808-75998 89.000 EACH | 25.00000 2225.00| 21.00000 1869.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0101 808-92027 1440.000 LFT | 0.65000 936.00| 1.09000 1569.60| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0102 808-96016 363.000 LFT | 2.00000 726.00| 1.64000 595.32| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0103 621-01004 2.000 EACH | 350.00000 700.00| 350.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 251 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,232,262.82 ROUTE : 22 CALL ORDER : 251 CONTRACT ID : R -28155-A COUNTIES : GRANT LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 202-93741 2.000 EACH | 200.00000 400.00| 200.00000 400.00| GUARD RAIL END TREATMENT, REMOVE | | | SECTION TOTALS | $ 991,020.23| $ 1,151,645.22| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 991,020.23| $ 1,151,645.22| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 255 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 255 CONTRACT ID : R -28193-B COUNTIES : WHITE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/08/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 5,812,466.87 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 6,068,685.94 104.4081% ==================================================================================================================================== ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 265 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 155,088.88 ROUTE : 44 CALL ORDER : 265 CONTRACT ID : R -28241-B COUNTIES : FAYETTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/28/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 156,830.00 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 157,513.50 100.4358% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( ) |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 4100.00000 4100.00| 4327.99000 4327.99| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1900.00000 11400.00| 2070.61000 12423.66| FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 7800.00000 7800.00| 7800.00000 7800.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 4000.00000 4000.00| 3100.00000 3100.00| CLEARING RIGHT OF WAY | | | 0007 202-02278 50.000 m | 25.00000 1250.00| 19.08000 954.00| CURB, CONCRETE, REMOVE | | | 0008 202-52710 65.000 m2 | 12.00000 780.00| 14.67000 953.55| SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 8.000 m3 | 400.00000 3200.00| 33.15000 265.20| EXCAVATION, COMMON | | | 0010 205-06937 100.000 m | 6.00000 600.00| 6.55000 655.00| TEMPORARY SILT FENCE | | | 0011 207-08268 150.000 m2 | 31.00000 4650.00| 32.15000 4822.50| SUBGRADE TREATMENT, TYPE IV | | | 0012 211-07454 13.000 m3 | 40.00000 520.00| 72.73000 945.49| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 265 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 155,088.88 ROUTE : 44 CALL ORDER : 265 CONTRACT ID : R -28241-B COUNTIES : FAYETTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( ) |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 301-07448 47.000 Mg | 43.00000 2021.00| 48.35000 2272.45| COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 304-07490 26.000 Mg | 152.00000 3952.00| 166.46000 4327.96| HMA PATCHING, TYPE B | | | 0015 304-07493 102.000 Mg | 125.00000 12750.00| 94.32000 9620.64| WIDENING WITH HMA, TYPE B | | | 0016 306-08034 850.000 m2 | 10.00000 8500.00| 6.24000 5304.00| MILLING, ASPHALT, 38 mm | | | 0017 402-07433 90.000 Mg | 106.00000 9540.00| 88.78000 7990.20| HMA SURFACE, TYPE B | | | 0018 406-05521 1550.000 m2 | 0.12000 186.00| 0.34000 527.00| ASPHALT FOR TACK COAT | | | 0019 604-07900 50.000 m2 | 223.00000 11150.00| 169.75000 8487.50| CURB RAMP, CONCRETE, F ,MODIFIED | | | 0020 604-07902 5.000 m2 | 433.00000 2165.00| 331.78000 1658.90| CURB RAMP, CONCRETE, H | | | 0021 604-91531 145.000 m2 | 65.00000 9425.00| 51.97000 7535.65| SIDEWALK, CONCRETE, 100 mm | | | 0022 605-06120 30.000 m | 115.00000 3450.00| 93.48000 2804.40| CURB, CONCRETE | | | 0023 605-06145 80.000 m | 132.00000 10560.00| 88.13000 7050.40| CURB AND GUTTER, B, CONCRETE | | | 0024 611-05330 55.000 m2 | 130.00000 7150.00| 69.86000 3842.30| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0025 615-06490 13.000 EACH | 179.00000 2327.00| 146.49000 1904.37| RIGHT OF WAY MARKER | | | 0026 621-06574 230.000 m2 | 10.40000 2392.00| 15.60000 3588.00| SODDING | | | 0027 715-05149 23.000 m | 196.00000 4508.00| 342.70000 7882.10| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0028 720-45045 2.000 EACH | 2557.00000 5114.00| 1199.76000 2399.52| INLET, J10 | | | 0029 801-06640 12.000 EACH | 105.00000 1260.00| 110.98000 1331.76| CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP | 6675.50000 6675.50| 26497.63000 26497.63| MAINTAINING TRAFFIC | | | 0031 802-05701 7.000 m | 55.50000 388.50| 58.81000 411.67| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 265 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 155,088.88 ROUTE : 44 CALL ORDER : 265 CONTRACT ID : R -28241-B COUNTIES : FAYETTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( ) |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 802-76035 2.000 m2 | 120.00000 240.00| 126.51000 253.02| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0033 805-02087 LUMP | 1230.00000 1230.00| 1315.04000 1315.04| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0034 805-78010 1.000 EACH | 800.00000 800.00| 856.71000 856.71| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0035 805-78190 4.000 EACH | 315.00000 1260.00| 332.93000 1331.72| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0036 805-78195 4.000 EACH | 325.00000 1300.00| 327.38000 1309.52| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0037 805-78415 1.000 EACH | 1595.00000 1595.00| 1675.71000 1675.71| SPAN, CATENARY, AND TETHER | | | 0038 805-78420 1.000 EACH | 214.00000 214.00| 226.39000 226.39| DISCONNECT HANGER | | | 0039 805-78467 25.000 m | 3.05000 76.25| 3.22000 80.50| SIGNAL CABLE, 3C 8GA. | | | 0040 805-78480 50.000 m | 3.90000 195.00| 4.11000 205.50| SIGNAL CABLE, 3C 14GA. | | | 0041 805-78485 15.000 m | 4.00000 60.00| 4.22000 63.30| SIGNAL CABLE, 5C 14GA. | | | 0042 805-81032 2.000 EACH | 3400.00000 6800.00| 3606.66000 7213.32| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0043 808-75245 140.000 m | 1.60000 224.00| 1.66000 232.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0044 808-75297 12.000 m | 11.50000 138.00| 12.21000 146.52| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0045 808-75300 85.000 m | 5.75000 488.75| 6.10000 518.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0046 808-75996 3.000 EACH | 26.00000 78.00| 22.19000 66.57| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 3.000 EACH | 105.00000 315.00| 110.98000 332.94| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 156,830.00| $ 157,513.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 156,830.00| $ 157,513.50| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 275 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 885,812.68 ROUTE : 70 CALL ORDER : 275 CONTRACT ID : R -28272-D COUNTIES : HENDRICKS MORGAN LETTING DATE : 01/18/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM CONTRACT TIME : 11/17/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 927,000.00 100.0000% ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP | 6100.00000 6100.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06906 8.000 MOS | 350.00000 2800.00| | CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-06907 8.000 MOS | 300.00000 2400.00| | CELLULAR SERVICE(INSPECTOR) | | | 0004 105-07038 12.000 MOS | 2500.00000 30000.00| | FIELD OFFICE, A | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 46000.00000 46000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0009 211-07454 60.000 CYS | 160.00000 9600.00| | STRUCTURE BACKFILL | | | 0010 301-07448 60.000 TON | 60.00000 3600.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 304-07491 525.000 TON | 250.00000 131250.00| | HMA PATCHING, TYPE C | | | 0012 306-08037 1100.000 SYS | 40.00000 44000.00| | MILLING, ASPHALT, 3 IN. | | | 0013 406-05520 2.000 TON | 240.00000 480.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 275 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 885,812.68 ROUTE : 70 CALL ORDER : 275 CONTRACT ID : R -28272-D COUNTIES : HENDRICKS MORGAN LETTING DATE : 01/18/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 503-05240 246.000 LFT | 25.00000 6150.00| | D-1 CONTRACTION JOINT | | | 0015 506-06333 1365.000 SYS | 160.00000 218400.00| | PCCP PATCHING, FULL DEPTH | | | 0017 715-05053 1700.000 LFT | 22.00000 37400.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0018 718-06529 25.000 EACH | 550.00000 13750.00| | OUTLET PROTECTOR, 2 | | | 0019 718-06531 45.000 EACH | 550.00000 24750.00| | OUTLET PROTECTOR, 3 | | | 0020 718-52610 60.000 CYS | 160.00000 9600.00| | AGGREGATE FOR UNDERDRAINS | | | 0021 801-01093 20.000 EACH | 1050.00000 21000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0022 801-03290 20.000 EACH | 175.00000 3500.00| | CONSTRUCTION SIGN, C | | | 0023 801-06198 132.000 DAY | 400.00000 52800.00| | PATROLLER | | | 0025 801-06640 87.000 EACH | 185.00000 16095.00| | CONSTRUCTION SIGN, A | | | 0026 801-06710 400.000 DAY | 12.00000 4800.00| | FLASHING ARROW SIGN | | | 0027 801-06775 LUMP | 207682.20000 207682.20| | MAINTAINING TRAFFIC | | | 0028 801-09133 4.000 EACH | 4800.00000 19200.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0029 808-06702 1542.000 LFT | 2.50000 3855.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0030 808-06713 15860.000 LFT | 0.34000 5392.40| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0031 808-06714 15860.000 LFT | 0.34000 5392.40| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0033 808-75996 50.000 EACH | 20.00000 1000.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 927,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 927,000.00| $ 157,513.50| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 281 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 50 CALL ORDER : 281 CONTRACT ID : R -28303-A COUNTIES : DAVIESS 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 35-2131982 J B I CONSTRUCTION INC. $ 284,269.78 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 320,437.10 112.7229% 3 35-2065890 KLENCK COMPANIES INC. $ 358,880.00 126.2463% ==================================================================================================================================== ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 348,902.13 ROUTE : 9 CALL ORDER : 291 CONTRACT ID : R -28417-A COUNTIES : SHELBY LETTING DATE : 01/18/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/23/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 324,332.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 327,133.25 100.8637% 3 35-1212938 ATLAS EXCAVATING, INC. $ 348,781.46 107.5384% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 361,000.00 111.3057% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 374,907.91 115.5939% 6 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 392,447.00 121.0016% ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1917625 |( 3 ) 35-1212938 |HIS CONSTRUCTORS LLC |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 3600.00000 3600.00| 3500.00000 3500.00| 3400.00000 3400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1400.00000 8400.00| 1200.00000 7200.00| 2400.00000 14400.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 110-01001 LUMP | 15798.15000 15798.15| 16300.00000 16300.00| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-51330 LUMP | 13000.00000 13000.00| 15200.00000 15200.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-96133 50.000 LFT | 8.00000 400.00| 15.00000 750.00| 35.00000 1750.00 PIPE, REMOVE | | | 0007 203-02000 309.000 CYS | 40.00000 12360.00| 25.00000 7725.00| 32.00000 9888.00 EXCAVATION, COMMON | | | 0008 203-02070 1300.000 CYS | 10.50000 13650.00| 7.00000 9100.00| 1.00000 1300.00 BORROW | | | 0009 205-06932 115.000 LFT | 14.00000 1610.00| 6.00000 690.00| 2.75000 316.25 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 207-08263 1965.000 SYS | 12.00000 23580.00| 11.25000 22106.25| 7.10000 13951.50 SUBGRADE TREATMENT, TYPE IA | | | 0011 303-01180 180.000 TON | 34.00000 6120.00| 15.00000 2700.00| 28.00000 5040.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 291 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 348,902.13 ROUTE : 9 CALL ORDER : 291 CONTRACT ID : R -28417-A COUNTIES : SHELBY LETTING DATE : 01/18/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1917625 |( 3 ) 35-1212938 |HIS CONSTRUCTORS LLC |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 303-60012 315.000 TON | 12.00000 3780.00| 20.00000 6300.00| 30.00000 9450.00 AGGREGATE, 2 | | | 0013 303-94433 260.000 CYS | 25.00000 6500.00| 40.00000 10400.00| 50.00000 13000.00 AGGREGATE, 12 | | | 0014 306-08034 3760.000 SYS | 1.75000 6580.00| 2.00000 7520.00| 1.75000 6580.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0015 306-08432 560.000 SYS | 2.25000 1260.00| 3.00000 1680.00| 2.00000 1120.00 MILLING, APPROACH | | | 0016 402-07433 475.000 TON | 52.00000 24700.00| 56.50000 26837.50| 56.50000 26837.50 HMA SURFACE, TYPE B | | | 0017 402-07438 395.000 TON | 48.50000 19157.50| 46.50000 18367.50| 46.50000 18367.50 HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 440.000 TON | 47.00000 20680.00| 45.00000 19800.00| 45.00000 19800.00 HMA BASE, TYPE B | | | 0019 406-05520 3.000 TON | 102.00000 306.00| 240.00000 720.00| 240.00000 720.00 ASPHALT FOR TACK COAT | | | 0020 601-01839 1.000 EACH | 1860.00000 1860.00| 1825.00000 1825.00| 1740.00000 1740.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0021 601-01846 1.000 EACH | 1750.00000 1750.00| 1700.00000 1700.00| 1625.00000 1625.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-06854 2.000 EACH | 3060.00000 6120.00| 2775.00000 5550.00| 2450.00000 4900.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 2.000 EACH | 2150.00000 4300.00| 2100.00000 4200.00| 2000.00000 4000.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 700.000 LFT | 13.50000 9450.00| 13.00000 9100.00| 12.50000 8750.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 610-07487 52.000 TON | 93.00000 4836.00| 88.00000 4576.00| 88.00000 4576.00 HMA FOR APPROACHES, TYPE B | | | 0026 611-06497 2.000 EACH | 195.00000 390.00| 185.00000 370.00| 175.00000 350.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 616-02320 557.000 SYS | 1.60000 891.20| 2.00000 1114.00| 2.00000 1114.00 GEOTEXTILES | | | 0028 616-06405 100.000 TON | 17.00000 1700.00| 25.00000 2500.00| 35.00000 3500.00 RIPRAP, REVETMENT | | | 0029 616-06451 100.000 TON | 19.00000 1900.00| 30.00000 3000.00| 65.00000 6500.00 RIPRAP, UNIFORM | | | 0030 621-01004 2.000 EACH | 635.00000 1270.00| 475.00000 950.00| 395.00000 790.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 291 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 348,902.13 ROUTE : 9 CALL ORDER : 291 CONTRACT ID : R -28417-A COUNTIES : SHELBY LETTING DATE : 01/18/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1917625 |( 3 ) 35-1212938 |HIS CONSTRUCTORS LLC |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 621-06559 2500.000 SYS | 0.66000 1650.00| 0.50000 1250.00| 0.70000 1750.00 MULCHED SEEDING, R | | | 0032 621-06570 77.000 CYS | 21.00000 1617.00| 40.00000 3080.00| 22.83000 1757.91 TOP SOIL , ENCASEMENT | | | 0033 714-05760 82.000 LFT | 665.00000 54530.00| 795.00000 65190.00| 1150.00000 94300.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 5 FT. | | | 0034 715-05119 60.000 LFT | 20.00000 1200.00| 27.00000 1620.00| 50.00000 3000.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0035 715-05123 86.000 LFT | 40.00000 3440.00| 42.00000 3612.00| 110.00000 9460.00 PIPE, TYPE 1, CIRCULAR, 24 IN. , SMOOTH | | | WALL PVC | | | 0036 715-08305 120.000 TON | 67.00000 8040.00| 63.50000 7620.00| 63.50000 7620.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0037 715-46005 2.000 EACH | 250.00000 500.00| 200.00000 400.00| 1000.00000 2000.00 PIPE END SECTION, 15 IN. | | | 0038 720-45400 2.000 EACH | 1700.00000 3400.00| 1800.00000 3600.00| 2000.00000 4000.00 MANHOLE, A4 | | | 0039 801-04308 6.000 EACH | 160.00000 960.00| 85.00000 510.00| 115.00000 690.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06207 135.000 LFT | 2.00000 270.00| 2.00000 270.00| 1.06000 143.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06625 55.000 EACH | 67.00000 3685.00| 60.00000 3300.00| 47.00000 2585.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 30.000 EACH | 90.00000 2700.00| 75.00000 2250.00| 100.00000 3000.00 CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP | 22000.00000 22000.00| 17500.00000 17500.00| 1800.00000 1800.00 MAINTAINING TRAFFIC | | | 0044 801-07118 96.000 LFT | 5.15000 494.40| 5.75000 552.00| 7.50000 720.00 BARRICADE, III-A | | | 0045 801-07119 96.000 LFT | 7.15000 686.40| 5.75000 552.00| 7.50000 720.00 BARRICADE, III-B | | | 0046 804-06725 6.000 EACH | 21.00000 126.00| 20.00000 120.00| 19.00000 114.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0047 808-06712 500.000 LFT | 0.29000 145.00| 0.50000 250.00| 0.28000 140.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0048 808-06713 2700.000 LFT | 0.29000 783.00| 0.50000 1350.00| 0.28000 756.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 291 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 348,902.13 ROUTE : 9 CALL ORDER : 291 CONTRACT ID : R -28417-A COUNTIES : SHELBY LETTING DATE : 01/18/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1917625 |( 3 ) 35-1212938 |HIS CONSTRUCTORS LLC |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 808-06714 980.000 LFT | 0.29000 284.20| 0.50000 490.00| 0.28000 274.40 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0050 808-06726 21.000 LFT | 3.15000 66.15| 10.50000 220.50| 3.00000 63.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0051 808-75007 250.000 LFT | 0.46000 115.00| 1.05000 262.50| 0.45000 112.50 LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0052 808-75996 26.000 EACH | 30.00000 780.00| 10.00000 260.00| 4.80000 124.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 808-75998 26.000 EACH | 35.00000 910.00| 42.00000 1092.00| 34.00000 884.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 324,332.00| $ 327,133.25| $ 348,781.46 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 324,332.00| $ 327,133.25| $ 348,781.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 291 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 348,902.13 ROUTE : 9 CALL ORDER : 291 CONTRACT ID : R -28417-A COUNTIES : SHELBY LETTING DATE : 01/18/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1128289 |( 6 ) 35-2070195 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. |ALPHA EXCAVATING & LANDSCAPIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 3400.00000 3400.00| 3703.52000 3703.52| 6800.00000 6800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2500.00000 15000.00| 2152.60000 12915.60| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 110-01001 LUMP | 18000.00000 18000.00| 18745.00000 18745.00| 27500.00000 27500.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-51330 LUMP | 12571.90000 12571.90| 23905.47000 23905.47| 22000.00000 22000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-96133 50.000 LFT | 23.00000 1150.00| 38.11000 1905.50| 25.00000 1250.00 PIPE, REMOVE | | | 0007 203-02000 309.000 CYS | 22.00000 6798.00| 21.75000 6720.75| 15.00000 4635.00 EXCAVATION, COMMON | | | 0008 203-02070 1300.000 CYS | 22.00000 28600.00| 21.11000 27443.00| 22.00000 28600.00 BORROW | | | 0009 205-06932 115.000 LFT | 9.20000 1058.00| 3.00000 345.00| 13.80000 1587.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 207-08263 1965.000 SYS | 12.00000 23580.00| 9.48000 18628.20| 15.20000 29868.00 SUBGRADE TREATMENT, TYPE IA | | | 0011 303-01180 180.000 TON | 35.00000 6300.00| 23.88000 4298.40| 18.25000 3285.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0012 303-60012 315.000 TON | 20.00000 6300.00| 19.25000 6063.75| 19.50000 6142.50 AGGREGATE, 2 | | | 0013 303-94433 260.000 CYS | 45.00000 11700.00| 52.45000 13637.00| 24.75000 6435.00 AGGREGATE, 12 | | | 0014 306-08034 3760.000 SYS | 2.50000 9400.00| 1.81000 6805.60| 3.45000 12972.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0015 306-08432 560.000 SYS | 2.50000 1400.00| 0.01000 5.60| 2.95000 1652.00 MILLING, APPROACH | | | 0016 402-07433 475.000 TON | 46.50000 22087.50| 61.55000 29236.25| 61.00000 28975.00 HMA SURFACE, TYPE B | | | 0017 402-07438 395.000 TON | 57.00000 22515.00| 50.65000 20006.75| 50.00000 19750.00 HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 440.000 TON | 55.00000 24200.00| 49.02000 21568.80| 48.50000 21340.00 HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 291 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 348,902.13 ROUTE : 9 CALL ORDER : 291 CONTRACT ID : R -28417-A COUNTIES : SHELBY LETTING DATE : 01/18/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1128289 |( 6 ) 35-2070195 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. |ALPHA EXCAVATING & LANDSCAPIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 406-05520 3.000 TON | 200.00000 600.00| 261.43000 784.29| 260.00000 780.00 ASPHALT FOR TACK COAT | | | 0020 601-01839 1.000 EACH | 1740.00000 1740.00| 1895.33000 1895.33| 1875.00000 1875.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0021 601-01846 1.000 EACH | 1625.00000 1625.00| 1770.06000 1770.06| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-06854 2.000 EACH | 2450.00000 4900.00| 2668.71000 5337.42| 2640.00000 5280.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 2.000 EACH | 2000.00000 4000.00| 2178.54000 4357.08| 2150.00000 4300.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 700.000 LFT | 12.50000 8750.00| 13.62000 9534.00| 13.40000 9380.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 610-07487 52.000 TON | 90.00000 4680.00| 95.86000 4984.72| 95.00000 4940.00 HMA FOR APPROACHES, TYPE B | | | 0026 611-06497 2.000 EACH | 175.00000 350.00| 190.62000 381.24| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 616-02320 557.000 SYS | 3.00000 1671.00| 3.87000 2155.59| 2.50000 1392.50 GEOTEXTILES | | | 0028 616-06405 100.000 TON | 30.00000 3000.00| 27.89000 2789.00| 24.00000 2400.00 RIPRAP, REVETMENT | | | 0029 616-06451 100.000 TON | 36.00000 3600.00| 34.61000 3461.00| 25.00000 2500.00 RIPRAP, UNIFORM | | | 0030 621-01004 2.000 EACH | 450.00000 900.00| 430.27000 860.54| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 2500.000 SYS | 0.46000 1150.00| 0.76000 1900.00| 0.65000 1625.00 MULCHED SEEDING, R | | | 0032 621-06570 77.000 CYS | 60.00000 4620.00| 42.44000 3267.88| 75.00000 5775.00 TOP SOIL , ENCASEMENT | | | 0033 714-05760 82.000 LFT | 700.00000 57400.00| 788.39000 64647.98| 872.00000 71504.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 5 FT. | | | 0034 715-05119 60.000 LFT | 28.00000 1680.00| 57.35000 3441.00| 33.00000 1980.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0035 715-05123 86.000 LFT | 40.00000 3440.00| 74.40000 6398.40| 38.00000 3268.00 PIPE, TYPE 1, CIRCULAR, 24 IN. , SMOOTH | | | WALL PVC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 291 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 348,902.13 ROUTE : 9 CALL ORDER : 291 CONTRACT ID : R -28417-A COUNTIES : SHELBY LETTING DATE : 01/18/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1128289 |( 6 ) 35-2070195 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. |ALPHA EXCAVATING & LANDSCAPIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 715-08305 120.000 TON | 90.00000 10800.00| 69.17000 8300.40| 68.00000 8160.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0037 715-46005 2.000 EACH | 450.00000 900.00| 467.40000 934.80| 450.00000 900.00 PIPE END SECTION, 15 IN. | | | 0038 720-45400 2.000 EACH | 2500.00000 5000.00| 2598.24000 5196.48| 1550.00000 3100.00 MANHOLE, A4 | | | 0039 801-04308 6.000 EACH | 80.00000 480.00| 125.26000 751.56| 125.00000 750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06207 135.000 LFT | 4.80000 648.00| 1.02000 137.70| 1.00000 135.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06625 55.000 EACH | 50.00000 2750.00| 51.20000 2816.00| 50.50000 2777.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 30.000 EACH | 70.00000 2100.00| 108.92000 3267.60| 110.00000 3300.00 CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP | 15000.00000 15000.00| 14251.30000 14251.30| 15620.00000 15620.00 MAINTAINING TRAFFIC | | | 0044 801-07118 96.000 LFT | 5.50000 528.00| 8.17000 784.32| 8.00000 768.00 BARRICADE, III-A | | | 0045 801-07119 96.000 LFT | 5.50000 528.00| 8.17000 784.32| 8.00000 768.00 BARRICADE, III-B | | | 0046 804-06725 6.000 EACH | 19.00000 114.00| 20.70000 124.20| 25.00000 150.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0047 808-06712 500.000 LFT | 0.47000 235.00| 0.27000 135.00| 0.30000 150.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0048 808-06713 2700.000 LFT | 0.47000 1269.00| 0.27000 729.00| 0.30000 810.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0049 808-06714 980.000 LFT | 0.47000 460.60| 0.27000 264.60| 0.30000 294.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0050 808-06726 21.000 LFT | 10.00000 210.00| 5.45000 114.45| 10.00000 210.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0051 808-75007 250.000 LFT | 1.00000 250.00| 3.27000 817.50| 3.25000 812.50 LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0052 808-75996 26.000 EACH | 20.00000 520.00| 26.60000 691.60| 15.00000 390.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 808-75998 26.000 EACH | 40.00000 1040.00| 34.86000 906.36| 35.00000 910.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 361,000.00| $ 374,907.91| $ 392,447.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 361,000.00| $ 374,907.91| $ 392,447.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 47,770.00 ROUTE : SR 15 CALL ORDER : 301 CONTRACT ID : R -28508-A COUNTIES : ELKHART LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 04/03/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN`S HAULING & EXCAVATING $ 14,490.00 100.0000% 2 35-1067077 RITSCHARD BROTHERS $ 23,463.00 161.9255% 3 35-1817574 YARDBERRY LANDSCAPE $ 25,400.00 175.2933% 4 32-0154474 JCI BRIDGE GROUP INC $ 34,908.00 240.9110% ==================================================================================================================================== |( 1 ) 35-2103617 |( 2 ) 35-1067077 |( 3 ) 35-1817574 |BRYAN`S HAULING & EXCAVATING |RITSCHARD BROTHERS |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 5090.00000 5090.00| 8598.00000 8598.00| 13000.00000 13000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0002 202-03000 LUMP | 8000.00000 8000.00| 11469.00000 11469.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43 | | | 0003 205-06937 600.000 LFT | 1.00000 600.00| 1.62000 972.00| 3.00000 1800.00 TEMPORARY SILT FENCE | | | 0004 621-06559 400.000 SYS | 2.00000 800.00| 6.06000 2424.00| 1.50000 600.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 14,490.00| $ 23,463.00| $ 25,400.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 14,490.00| $ 23,463.00| $ 25,400.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 47,770.00 ROUTE : SR 15 CALL ORDER : 301 CONTRACT ID : R -28508-A COUNTIES : ELKHART LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 32-0154474 |( ) |( ) |JCI BRIDGE GROUP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 13600.00000 13600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0002 202-03000 LUMP | 19500.00000 19500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43 | | | 0003 205-06937 600.000 LFT | 1.60000 960.00| | TEMPORARY SILT FENCE | | | 0004 621-06559 400.000 SYS | 2.12000 848.00| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 34,908.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 34,908.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,800.00 ROUTE : US 40 CALL ORDER : 311 CONTRACT ID : R -28509-A COUNTIES : MARION LETTING DATE : 01/18/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN`S HAULING & EXCAVATING $ 11,050.00 100.0000% 2 35-1874009 HAUER EXCAVATING $ 19,439.00 175.9186% 3 35-1817574 YARDBERRY LANDSCAPE $ 21,100.00 190.9502% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 23,980.00 217.0136% 5 35-1310611 DUNCAN ROBERTSON INC $ 37,900.00 342.9864% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 126,000.00 1,140 % ==================================================================================================================================== |( 1 ) 35-2103617 |( 2 ) 35-1874009 |( 3 ) 35-1817574 |BRYAN`S HAULING & EXCAVATING |HAUER EXCAVATING |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-02844 1.000 EACH | 1000.00000 1000.00| 2000.00000 2000.00| 1500.00000 1500.00 SIGN STRUCTURE, OVERHEAD, MONOTUBE, | | | REMOVE | | | 0002 202-03000 LUMP | 9950.00000 9950.00| 17339.00000 17339.00| 19000.00000 19000.00 HOUSES AND BUILDINGS, REMOVE | | | 0003 205-06937 200.000 LFT | 0.50000 100.00| 0.50000 100.00| 3.00000 600.00 TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 11,050.00| $ 19,439.00| $ 21,100.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,050.00| $ 19,439.00| $ 21,100.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,800.00 ROUTE : US 40 CALL ORDER : 311 CONTRACT ID : R -28509-A COUNTIES : MARION LETTING DATE : 01/18/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2070195 |( 5 ) 35-1310611 |( 6 ) 35-1128289 |ALPHA EXCAVATING & LANDSCAPI |DUNCAN ROBERTSON INC |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-02844 1.000 EACH | 1800.00000 1800.00| 7500.00000 7500.00| 5000.00000 5000.00 SIGN STRUCTURE, OVERHEAD, MONOTUBE, | | | REMOVE | | | 0002 202-03000 LUMP | 22000.00000 22000.00| 30000.00000 30000.00| 21000.00000 21000.00 HOUSES AND BUILDINGS, REMOVE | | | 0003 205-06937 200.000 LFT | 0.90000 180.00| 2.00000 400.00| 500.00000 100000.00 TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 23,980.00| $ 37,900.00| $ 126,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 23,980.00| $ 37,900.00| $ 126,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,465.00 ROUTE : 60 CALL ORDER : 321 CONTRACT ID : R -28512-A COUNTIES : WASHINGTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 04/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 12,850.00 100.0000% 2 35-1874009 HAUER EXCAVATING $ 16,720.00 130.1167% 3 35-2103617 BRYAN`S HAULING & EXCAVATING $ 19,450.00 151.3619% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 24,700.00 192.2179% 5 35-1817574 YARDBERRY LANDSCAPE $ 31,300.00 243.5798% ==================================================================================================================================== |( 1 ) 35-1004746 |( 2 ) 35-1874009 |( 3 ) 35-2103617 |TEMPLE & TEMPLE EXCAVATING |HAUER EXCAVATING |BRYAN`S HAULING & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS REMOVE | | | 0001 202-03000 LUMP | 7750.00000 7750.00| 12220.00000 12220.00| 17000.00000 17000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0002 202-03135 2000.000 SFT | 2.20000 4400.00| 2.00000 4000.00| 1.00000 2000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0003 205-06937 200.000 LFT | 1.00000 200.00| 0.50000 100.00| 1.00000 200.00 TEMPORARY SILT FENCE | | | 0004 621-06559 500.000 SYS | 1.00000 500.00| 0.80000 400.00| 0.50000 250.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 12,850.00| $ 16,720.00| $ 19,450.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,850.00| $ 16,720.00| $ 19,450.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,465.00 ROUTE : 60 CALL ORDER : 321 CONTRACT ID : R -28512-A COUNTIES : WASHINGTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2070195 |( 5 ) 35-1817574 |( ) |ALPHA EXCAVATING & LANDSCAPI |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS REMOVE | | | 0001 202-03000 LUMP | 12350.00000 12350.00| 15500.00000 15500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0002 202-03135 2000.000 SFT | 5.85000 11700.00| 7.00000 14000.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0003 205-06937 200.000 LFT | 0.75000 150.00| 4.00000 800.00| TEMPORARY SILT FENCE | | | 0004 621-06559 500.000 SYS | 1.00000 500.00| 2.00000 1000.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 24,700.00| $ 31,300.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 24,700.00| $ 31,300.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 481,225.40 ROUTE : SR 62 CALL ORDER : 431 CONTRACT ID : RS-27340-A COUNTIES : FLOYD LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/31/06 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. $ 428,000.00 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 545,674.26 127.4940% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( ) |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN | 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 | 2700.00000 2700.00| 3000.00000 3000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1225.00000 7350.00| 1848.33000 11089.98| FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 21500.00000 21500.00| 22000.00000 22000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 304-07491 200.000 TON | 90.00000 18000.00| 96.00000 19200.00| HMA PATCHING, TYPE C | | | 0007 306-08042 26000.000 SYS | 0.65000 16900.00| 1.50000 39000.00| MILLING, SCARIFICATION/PROFILE | | | 0008 306-08043 600.000 SYS | 1.35000 810.00| 3.90000 2340.00| MILLING, TRANSITION | | | 0009 306-08432 7018.000 SYS | 0.75000 5263.50| 1.20000 8421.60| MILLING, APPROACH | | | 0011 402-07434 2145.000 TON | 52.00000 111540.00| 67.00000 143715.00| HMA SURFACE, TYPE C | | | 0012 402-07452 100.000 TON | 52.00000 5200.00| 76.00000 7600.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0013 406-05520 9.080 TON | 172.00000 1561.76| 250.00000 2270.00| ASPHALT FOR TACK COAT | | | 0014 604-07894 189.000 SYS | 120.00000 22680.00| 190.00000 35910.00| CURB RAMP, CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 481,225.40 ROUTE : SR 62 CALL ORDER : 431 CONTRACT ID : RS-27340-A COUNTIES : FLOYD LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( ) |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 604-07896 342.400 SYS | 120.00000 41088.00| 110.00000 37664.00| CURB RAMP, CONCRETE, B | | | 0016 604-07897 5.400 SYS | 145.00000 783.00| 380.00000 2052.00| CURB RAMP, CONCRETE, C | | | 0017 604-07899 85.600 SYS | 125.00000 10700.00| 210.00000 17976.00| CURB RAMP, CONCRETE, E | | | 0018 604-07901 24.500 SYS | 150.00000 3675.00| 280.00000 6860.00| CURB RAMP, CONCRETE, G | | | 0019 604-07904 9.300 SYS | 195.00000 1813.50| 280.00000 2604.00| CURB RAMP, CONCRETE, L | | | 0020 610-07488 578.970 TON | 73.50000 42554.30| 76.00000 44001.72| HMA FOR APPROACHES, TYPE C | | | 0021 720-44000 73.000 EACH | 285.00000 20805.00| 300.00000 21900.00| CASTING, ADJUST TO GRADE | | | 0022 801-06207 3000.000 LFT | 1.00000 3000.00| 0.73000 2190.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 30.000 EACH | 85.00000 2550.00| 120.00000 3600.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP | 20463.19000 20463.19| 40000.00000 40000.00| MAINTAINING TRAFFIC | | | 0025 805-02503 19125.000 LFT | 0.30000 5737.50| 0.33000 6311.25| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0026 805-78510 1912.500 LFT | 2.00000 3825.00| 1.39000 2658.38| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0027 805-78795 6120.000 LFT | 5.50000 33660.00| 5.93000 36291.60| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0028 805-92951 38.000 EACH | 150.00000 5700.00| 169.16000 6428.08| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0029 808-01296 2.000 EACH | 200.00000 400.00| 480.00000 960.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORDS (STOP AHEAD) | | | 0030 808-06701 1090.000 LFT | 0.75000 817.50| 0.53000 577.70| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0031 808-06703 2739.000 LFT | 0.75000 2054.25| 0.43000 1177.77| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0032 808-06705 198.000 LFT | 1.25000 247.50| 1.64000 324.72| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 481,225.40 ROUTE : SR 62 CALL ORDER : 431 CONTRACT ID : RS-27340-A COUNTIES : FLOYD LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( ) |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 808-75245 3356.000 LFT | 0.75000 2517.00| 0.41000 1375.96| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0034 808-75260 150.000 LFT | 1.50000 225.00| 4.11000 616.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0035 808-75278 150.000 LFT | 1.50000 225.00| 4.11000 616.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0036 808-75297 947.000 LFT | 3.00000 2841.00| 6.09000 5767.23| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0037 808-75300 3306.000 LFT | 1.00000 3306.00| 0.93000 3074.58| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0038 808-75320 64.000 EACH | 55.00000 3520.00| 62.84000 4021.76| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0039 808-75325 23.000 EACH | 70.00000 1610.00| 72.91000 1676.93| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0040 808-92027 300.000 LFT | 1.25000 375.00| 1.33000 399.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 428,000.00| $ 545,674.26| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 428,000.00| $ 545,674.26| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 441 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,330,226.50 ROUTE : SR 2 CALL ORDER : 441 CONTRACT ID : RS-27574-A COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,990,735.58 100.0000% 2 35-1120685 WALSH & KELLY INC $ 2,321,065.69 116.5934% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY 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 | 30000.00000 30000.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 110.00000 110.00| 130.00000 130.00| PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH | 110.00000 220.00| 130.00000 260.00| PHONE(INSPECTOR) | | | 0004 105-06906 4.000 MOS | 110.00000 440.00| 150.00000 600.00| CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 8.000 MOS | 110.00000 880.00| 150.00000 1200.00| CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 4.000 MOS | 1800.00000 7200.00| 2200.00000 8800.00| FIELD OFFICE, B | | | 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 110-01001 LUMP | 99000.00000 99000.00| 116000.00000 116000.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 994.250 LFT | 2.45000 2435.91| 2.30000 2286.78| GUARDRAIL, REMOVE | | | 0012 202-93741 2.000 EACH | 602.31000 1204.62| 150.00000 300.00| GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 114.000 CYS | 41.30000 4708.20| 35.00000 3990.00| EXCAVATION, COMMON DITCH REGRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 441 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,330,226.50 ROUTE : SR 2 CALL ORDER : 441 CONTRACT ID : RS-27574-A COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02080 0.350 MILE | 15000.00000 5250.00| 20000.00000 7000.00| LINEAR GRADING | | | 0015 303-07449 14512.000 TON | 10.00000 145120.00| 15.00000 217680.00| COMPACTED AGGREGATE, NO. 73 | | | 0016 304-07491 2045.000 TON | 45.00000 92025.00| 90.00000 184050.00| HMA PATCHING, TYPE C | | | 0017 306-08033 184595.000 SYS | 0.39000 71992.05| 0.23000 42456.85| MILLING, ASPHALT, 1 IN. | | | 0018 306-08043 960.000 SYS | 3.20000 3072.00| 1.00000 960.00| MILLING, TRANSITION | | | 0019 306-08432 11677.000 SYS | 1.17000 13662.09| 1.96000 22886.92| MILLING, APPROACH | | | 0020 401-06264 LUMP | 1500.00000 1500.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0021 401-07322 15229.000 TON | 38.60000 587839.40| 41.00000 624389.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0022 401-07357 15229.000 TON | 36.00000 548244.00| 41.00000 624389.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 9.5 mm | | | 0023 406-05520 93.940 TON | 360.00000 33818.40| 450.00000 42273.00| ASPHALT FOR TACK COAT | | | 0024 601-94689 6.000 EACH | 2526.60000 15159.60| 3000.00000 18000.00| GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 2.000 EACH | 851.07000 1702.14| 800.00000 1600.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 1275.000 LFT | 15.90000 20272.50| 14.95000 19061.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 610-07488 1926.000 TON | 49.75000 95818.50| 70.00000 134820.00| HMA FOR APPROACHES, TYPE C | | | 0028 615-06527 5.000 EACH | 670.21000 3351.05| 510.00000 2550.00| MONUMENT, SECTION CORNER | | | 0029 621-01004 1.000 EACH | 212.77000 212.77| 200.00000 200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 1368.000 SYS | 1.04000 1422.72| 0.98000 1340.64| MULCHED SEEDING, R | | | 0031 715-01662 195.000 LFT | 22.70000 4426.50| 23.00000 4485.00| PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | | 0032 718-06269 12700.000 LFT | 1.28000 16256.00| 1.20000 15240.00| UNDERDRAIN INSPECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 441 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,330,226.50 ROUTE : SR 2 CALL ORDER : 441 CONTRACT ID : RS-27574-A COUNTIES : LAPORTE LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 801-01093 4.000 EACH | 345.75000 1383.00| 365.00000 1460.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0034 801-06203 9440.000 LFT | 0.27000 2548.80| 0.50000 4720.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0035 801-06207 4720.000 LFT | 1.07000 5050.40| 4.00000 18880.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0036 801-06640 39.000 EACH | 95.74000 3733.86| 98.00000 3822.00| CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP | 107500.00000 107500.00| 120000.00000 120000.00| MAINTAINING TRAFFIC | | | 0038 804-06771 76.000 EACH | 22.87000 1738.12| 31.00000 2356.00| DELINEATOR POST, FLEXIBLE , | | | NONREFLECTIVE GRAY | | | 0039 808-06703 97575.000 LFT | 0.27000 26345.25| 0.25000 24393.75| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0040 808-75240 7620.000 LFT | 0.27000 2057.40| 0.25000 1905.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0041 808-75245 42546.000 LFT | 0.27000 11487.42| 0.25000 10636.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0042 808-75996 974.000 EACH | 3.50000 3409.00| 4.00000 3896.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0043 808-75998 974.000 EACH | 18.62000 18135.88| 17.50000 17045.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,990,735.58| $ 2,321,065.69| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,990,735.58| $ 2,321,065.69| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,540,011.83 ROUTE : SR 5 CALL ORDER : 451 CONTRACT ID : RS-27691-A COUNTIES : HUNTINGTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/04/06 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. $ 3,519,176.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 4,047,465.51 115.0117% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | 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 | 4000.00000 4000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1300.00000 11700.00| 1372.78000 12355.02| 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 | 174000.00000 174000.00| 200500.00000 200500.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-01000 LUMP | 1551.00000 1551.00| 10000.00000 10000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0008 202-02241 6017.000 LFT | 1.55000 9326.35| 1.55000 9326.35| GUARDRAIL, REMOVE | | | 0009 202-02250 1.000 EACH | 200.00000 200.00| 180.00000 180.00| TREE, 10 IN., REMOVE | | | 0010 202-02260 2.000 EACH | 388.00000 776.00| 725.00000 1450.00| TREE, 30 IN., REMOVE | | | 0011 202-02264 1.000 EACH | 475.00000 475.00| 2625.00000 2625.00| TREE, 42 IN., REMOVE | | | 0012 202-02271 14.000 EACH | 179.60000 2514.40| 91.78000 1284.92| HEADWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,540,011.83 ROUTE : SR 5 CALL ORDER : 451 CONTRACT ID : RS-27691-A COUNTIES : HUNTINGTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-02278 66.000 LFT | 10.00000 660.00| 7.99000 527.34| CURB, CONCRETE, REMOVE | | | 0014 202-74045 1.000 EACH | 100.00000 100.00| 75.00000 75.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0015 202-93615 63.000 SYS | 30.00000 1890.00| 8.75000 551.25| CONCRETE, REMOVE | | | 0016 202-93741 4.000 EACH | 225.00000 900.00| 225.00000 900.00| GUARD RAIL END TREATMENT, REMOVE | | | 0017 202-96133 457.000 LFT | 1.60000 731.20| 5.58000 2550.06| PIPE, REMOVE | | | 0018 202-98488 19.000 EACH | 197.00000 3743.00| 96.55000 1834.45| PIPE END SECTION, REMOVE | | | 0019 203-02055 500.000 CYS | 20.00000 10000.00| 25.01000 12505.00| EMBANKMENT | | | 0020 203-90014 112.000 STA | 50.00000 5600.00| 347.81000 38954.72| LINEAR GRADING | | | 0021 205-06789 1550.000 LFT | 1.38000 2139.00| 1.83000 2836.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SILT FENCE DITCH CHECK | | | 0022 205-06931 63.000 TON | 40.00000 2520.00| 56.02000 3529.26| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 213-04324 125.000 CYS | 50.00000 6250.00| 74.17000 9271.25| FLOWABLE FILL | | | 0024 213-52830 80.000 CYS | 92.00000 7360.00| 71.75000 5740.00| FLOWABLE MORTAR | | | 0025 301-07448 18550.000 TON | 5.00000 92750.00| 1.00000 18550.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 303-02051 200.000 TON | 20.15000 4030.00| 18.90000 3780.00| STONE, 2 | | | 0027 303-07449 6200.000 TON | 5.00000 31000.00| 5.00000 31000.00| COMPACTED AGGREGATE, NO. 73 | | | 0028 304-07490 855.000 TON | 105.00000 89775.00| 78.69000 67279.95| HMA PATCHING, TYPE B | | | 0029 304-07492 7255.000 TON | 30.00000 217650.00| 34.15000 247758.25| WIDENING WITH HMA, TYPE A | | | 0030 304-07493 515.000 TON | 30.00000 15450.00| 34.27000 17649.05| WIDENING WITH HMA, TYPE B | | | 0031 306-08034 173000.000 SYS | 0.30000 51900.00| 0.35000 60550.00| MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 451 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,540,011.83 ROUTE : SR 5 CALL ORDER : 451 CONTRACT ID : RS-27691-A COUNTIES : HUNTINGTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 306-08043 6400.000 SYS | 0.01000 64.00| 0.01000 64.00| MILLING, TRANSITION | | | 0033 306-08432 7675.000 SYS | 0.01000 76.75| 0.01000 76.75| MILLING, APPROACH | | | 0034 401-06264 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0035 401-07322 18000.000 TON | 40.00000 720000.00| 38.61000 694980.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0036 401-07372 22900.000 TON | 34.00000 778600.00| 34.13000 781577.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0037 401-07408 1530.000 TON | 30.00000 45900.00| 31.78000 48623.40| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0038 402-07432 1275.000 TON | 24.00000 30600.00| 39.37000 50196.75| HMA SURFACE, TYPE A | | | 0039 402-07435 1400.000 TON | 24.00000 33600.00| 35.73000 50022.00| HMA INTERMEDIATE, TYPE A , FOR SHOULDER | | | 0040 402-07451 300.000 TON | 33.00000 9900.00| 35.73000 10719.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0041 406-05520 125.000 TON | 1.00000 125.00| 10.00000 1250.00| ASPHALT FOR TACK COAT | | | 0042 506-06333 64.000 SYS | 60.00000 3840.00| 167.47000 10718.08| PCCP PATCHING, FULL DEPTH | | | 0043 601-01625 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0044 601-01626 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0045 601-01846 3.000 EACH | 1800.00000 5400.00| 1800.00000 5400.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0046 601-05585 1.000 EACH | 1800.00000 1800.00| 1800.00000 1800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0047 601-06038 2.000 EACH | 4200.00000 8400.00| 4200.00000 8400.00| GUARDRAIL END TREATMENT, II | | | 0048 601-06854 9.000 EACH | 2100.00000 18900.00| 2100.00000 18900.00| GUARDRAIL, W-BEAM, NESTED | | | 0049 601-94689 26.000 EACH | 2200.00000 57200.00| 2200.00000 57200.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 451 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,540,011.83 ROUTE : SR 5 CALL ORDER : 451 CONTRACT ID : RS-27691-A COUNTIES : HUNTINGTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 601-99105 9000.000 LFT | 13.35000 120150.00| 13.35000 120150.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0051 605-02042 2.000 EACH | 840.00000 1680.00| 538.97000 1077.94| CURB AND GUTTER TURNOUT, CONCRETE | | | 0052 605-06145 200.000 LFT | 21.00000 4200.00| 26.38000 5276.00| CURB AND GUTTER, B, CONCRETE | | | 0053 605-06150 149.000 LFT | 23.00000 3427.00| 27.47000 4093.03| CURB AND GUTTER, C, CONCRETE | | | 0054 610-07486 2075.000 TON | 92.00000 190900.00| 57.54000 119395.50| HMA FOR APPROACHES, TYPE A | | | 0055 611-06497 10.000 EACH | 130.00000 1300.00| 130.00000 1300.00| MAILBOX ASSEMBLY, SINGLE | | | 0056 611-08232 60.000 EACH | 100.00000 6000.00| 165.30000 9918.00| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0057 612-04315 197.000 TON | 800.00000 157600.00| 800.00000 157600.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0058 612-05081 1.000 EACH | 2960.00000 2960.00| 2960.00000 2960.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0059 612-60410 3302.000 EACH | 7.00000 23114.00| 7.00000 23114.00| DRILLED HOLE FOR UNDERSEAL | | | 0061 615-06520 1.000 EACH | 360.00000 360.00| 360.00000 360.00| MONUMENT, RE-ESTABLISH | | | 0062 616-02320 3900.000 SYS | 1.00000 3900.00| 2.41000 9399.00| GEOTEXTILES | | | 0063 616-06405 4250.000 TON | 13.00000 55250.00| 17.22000 73185.00| RIPRAP, REVETMENT | | | 0064 616-96249 747.000 SYS | 1.00000 747.00| 1.60000 1195.20| GEOTEXTILE DITCH LINER | | | 0065 621-01004 2.000 EACH | 350.00000 700.00| 350.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0066 621-02770 400.000 SYS | 2.10000 840.00| 2.10000 840.00| EROSION CONTROL BLANKET | | | 0067 621-06559 2000.000 SYS | 0.70000 1400.00| 0.70000 1400.00| MULCHED SEEDING, R | | | 0068 621-06560 6000.000 SYS | 0.50000 3000.00| 0.50000 3000.00| MULCHED SEEDING, U | | | 0069 621-06570 500.000 CYS | 8.00000 4000.00| 17.74000 8870.00| TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 451 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,540,011.83 ROUTE : SR 5 CALL ORDER : 451 CONTRACT ID : RS-27691-A COUNTIES : HUNTINGTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 621-06574 450.000 SYS | 5.25000 2362.50| 5.25000 2362.50| SODDING | | | 0071 714-08212 20.000 LFT | 700.00000 14000.00| 686.74000 13734.80| CULVERT EXTENSION , 3 FT. x 2 FT. | | | 0072 714-08212 4.000 LFT | 1300.00000 5200.00| 1345.18000 5380.72| CULVERT EXTENSION , 3 FT. x 3 FT. | | | 0073 714-08212 28.000 LFT | 200.00000 5600.00| 514.19000 14397.32| CULVERT EXTENSION , 5 FT. x 4 FT. | | | 0074 714-08212 22.000 LFT | 600.00000 13200.00| 578.98000 12737.56| CULVERT EXTENSION , 5 FT. x 5 FT. | | | 0075 714-08212 22.000 LFT | 600.00000 13200.00| 643.62000 14159.64| CULVERT EXTENSION , 6 FT. x 6 FT. | | | 0076 715-02629 2.000 EACH | 700.00000 1400.00| 581.85000 1163.70| SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0077 715-05048 10.000 LFT | 5.00000 50.00| 11.56000 115.60| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0078 715-05049 20.000 LFT | 5.00000 100.00| 12.24000 244.80| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0079 715-05051 20.000 LFT | 5.00000 100.00| 13.61000 272.20| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0080 715-05052 30.000 LFT | 5.00000 150.00| 14.41000 432.30| PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0081 715-05118 70.000 LFT | 33.00000 2310.00| 12.11000 847.70| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0082 715-05119 230.000 LFT | 93.00000 21390.00| 61.04000 14039.20| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0083 715-05121 45.000 LFT | 120.00000 5400.00| 75.71000 3406.95| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0084 715-05123 50.000 LFT | 113.00000 5650.00| 77.10000 3855.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0085 715-05238 50.000 LFT | 119.00000 5950.00| 82.66000 4133.00| PIPE, TYPE 1, DEFORMED, 5.5 SQ. FT. | | | 0086 715-05595 55.000 LFT | 200.00000 11000.00| 70.49000 3876.95| PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0087 715-05596 9.000 LFT | 300.00000 2700.00| 87.59000 788.31| PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0088 715-05597 6.000 LFT | 150.00000 900.00| 111.27000 667.62| PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0089 715-05756 1.000 LFT | 600.00000 600.00| 129.02000 129.02| PIPE EXTENSION, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 451 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,540,011.83 ROUTE : SR 5 CALL ORDER : 451 CONTRACT ID : RS-27691-A COUNTIES : HUNTINGTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 715-08305 130.000 TON | 20.00000 2600.00| 73.43000 9545.90| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0091 715-46000 4.000 EACH | 400.00000 1600.00| 240.04000 960.16| PIPE END SECTION, 12 IN. | | | 0092 715-46005 22.000 EACH | 450.00000 9900.00| 264.43000 5817.46| PIPE END SECTION, 15 IN. | | | 0093 715-46010 4.000 EACH | 500.00000 2000.00| 299.57000 1198.28| PIPE END SECTION, 18 IN. | | | 0094 715-46020 5.000 EACH | 600.00000 3000.00| 323.52000 1617.60| PIPE END SECTION, 24 IN. | | | 0095 715-97617 2.000 EACH | 1100.00000 2200.00| 630.01000 1260.02| PIPE END SECTION, 42 IN. X 29 IN. | | | 0096 716-07636 124.000 LFT | 333.00000 41292.00| 390.94000 48476.56| PIPE INSTALLATION, TRENCHLESS, 42 IN. | | | 0097 720-44000 1.000 EACH | 600.00000 600.00| 473.09000 473.09| CASTING, ADJUST TO GRADE | | | 0098 720-44040 1.000 EACH | 600.00000 600.00| 625.17000 625.17| CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0099 720-45035 7.000 EACH | 1000.00000 7000.00| 1325.15000 9276.05| INLET, F7 | | | 0100 720-45610 3.000 LFT | 300.00000 900.00| 457.24000 1371.72| STRUCTURE, CATCH BASIN, RECONSTRUCT | | | 0101 801-06203 13200.000 LFT | 0.16000 2112.00| 0.15000 1980.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0102 801-06207 6900.000 LFT | 0.75000 5175.00| 0.75000 5175.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0103 801-06640 52.000 EACH | 105.00000 5460.00| 95.00000 4940.00| CONSTRUCTION SIGN, A | | | 0104 801-06775 LUMP | 178000.00000 178000.00| 691345.49000 691345.49| MAINTAINING TRAFFIC | | | 0105 801-92448 610.000 DAY | 1.00000 610.00| 0.01000 6.10| CONSTRUCTION SIGNS, MOBILE | | | 0106 802-05704 180.000 LFT | 5.98000 1076.40| 11.00000 1980.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0107 802-05705 400.000 LFT | 5.29000 2116.00| 10.00000 4000.00| SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 451 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,540,011.83 ROUTE : SR 5 CALL ORDER : 451 CONTRACT ID : RS-27691-A COUNTIES : HUNTINGTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 802-76025 32.000 SFT | 12.95000 414.40| 16.00000 512.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0109 802-91122 25.000 EACH | 35.00000 875.00| 115.00000 2875.00| SIGN, GROUND MOUNTED, RESET | | | 0110 808-03631 134100.000 LFT | 0.21000 28161.00| 0.21000 28161.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0111 808-03632 50200.000 LFT | 0.21000 10542.00| 0.21000 10542.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0112 808-04896 13600.000 LFT | 0.21000 2856.00| 0.21000 2856.00| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0113 808-07310 120.000 LFT | 4.80000 576.00| 4.80000 576.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0114 808-07845 10.000 EACH | 75.00000 750.00| 75.00000 750.00| TRANSVERSE MARKINGS EPOXY, BIKE SYMBOL | | | 0115 808-74805 150.000 LFT | 50.00000 7500.00| 12.00000 1800.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0116 808-74807 7.000 EACH | 100.00000 700.00| 145.00000 1015.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0117 808-74808 7.000 EACH | 100.00000 700.00| 150.00000 1050.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0118 808-75996 840.000 EACH | 3.00000 2520.00| 2.45000 2058.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0119 808-75998 1280.000 EACH | 17.00000 21760.00| 17.00000 21760.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0120 808-98000 1400.000 LFT | 0.45000 630.00| 0.45000 630.00| LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0121 615-06505 16.000 EACH | 360.00000 5760.00| 360.00000 5760.00| MONUMENT, B , BOX ONLY | | | SECTION TOTALS | $ 3,519,176.00| $ 4,047,465.51| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,519,176.00| $ 4,047,465.51| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 461 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,640.85 ROUTE : SR 28, US 421 CALL ORDER : 461 CONTRACT ID : RS-27752-A COUNTIES : CLINTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,562,284.55 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,757,970.00 112.5256% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,855,138.86 118.7453% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 7350.00000 7350.00| 4000.00000 4000.00| 5799.73000 5799.73 CONSTRUCTION ENGINEERING | | | 0006 105-07039 10.000 MOS | 2000.00000 20000.00| 2000.00000 20000.00| 1893.57000 18935.70 FIELD OFFICE, B | | | 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 110-01001 LUMP | 78200.00000 78200.00| 87800.00000 87800.00| 109977.34000 109977.34 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02278 1884.000 LFT | 14.20000 26752.80| 8.00000 15072.00| 7.03000 13244.52 CURB, CONCRETE, REMOVE | | | 0012 202-52710 970.000 SYS | 23.10000 22407.00| 10.00000 9700.00| 29.72000 28828.40 SIDEWALK, CONCRETE, REMOVE | | | 0013 303-01180 50.000 TON | 40.60000 2030.00| 25.00000 1250.00| 41.59000 2079.50 COMPACTED AGGREGATE, NO. 53 | | | 0014 303-07449 550.000 TON | 35.25000 19387.50| 10.00000 5500.00| 31.14000 17127.00 COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07491 1270.000 TON | 86.50000 109855.00| 130.00000 165100.00| 78.40000 99568.00 HMA PATCHING, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,640.85 ROUTE : SR 28, US 421 CALL ORDER : 461 CONTRACT ID : RS-27752-A COUNTIES : CLINTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 304-07494 50.000 TON | 75.50000 3775.00| 120.00000 6000.00| 100.28000 5014.00 WIDENING WITH HMA, TYPE C | | | 0017 306-08033 65227.000 SYS | 0.60000 39136.20| 0.60000 39136.20| 0.53000 34570.31 MILLING, ASPHALT, 1 IN. | | | 0018 306-08034 52316.000 SYS | 1.00000 52316.00| 1.10000 57547.60| 1.12000 58593.92 MILLING, ASPHALT, 1 1/2 IN. | | | 0019 306-08043 174.000 SYS | 1.00000 174.00| 4.00000 696.00| 3.37000 586.38 MILLING, TRANSITION | | | 0020 306-08432 5075.000 SYS | 1.00000 5075.00| 3.00000 15225.00| 5.51000 27963.25 MILLING, APPROACH | | | 0021 401-06264 LUMP | 5500.00000 5500.00| 1900.00000 1900.00| 4175.80000 4175.80 PROFILOGRAPH, HMA | | | 0022 401-07328 9656.000 TON | 49.00000 473144.00| 52.00000 502112.00| 53.70000 518527.20 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0023 406-05520 29.200 TON | 216.00000 6307.20| 290.00000 8468.00| 266.90000 7793.48 ASPHALT FOR TACK COAT | | | 0024 506-06333 1250.000 SYS | 91.80000 114750.00| 87.00000 108750.00| 107.33000 134162.50 PCCP PATCHING, FULL DEPTH | | | 0025 507-07479 372.000 TON | 125.00000 46500.00| 230.00000 85560.00| 197.80000 73581.60 HMA PARTIAL DEPTH PATCH | | | 0026 507-07480 31382.000 SYS | 6.30000 197706.60| 6.00000 188292.00| 5.87000 184212.34 PCCP PROFILING | | | 0027 604-07894 104.800 SYS | 116.00000 12156.80| 130.00000 13624.00| 95.99000 10059.75 CURB RAMP, CONCRETE, A | | | 0028 604-07897 64.800 SYS | 121.00000 7840.80| 185.00000 11988.00| 95.99000 6220.15 CURB RAMP, CONCRETE, C | | | 0029 604-07899 41.700 SYS | 101.00000 4211.70| 105.00000 4378.50| 95.99000 4002.78 CURB RAMP, CONCRETE, E | | | 0030 604-07900 469.000 SYS | 100.00000 46900.00| 66.00000 30954.00| 132.26000 62029.94 CURB RAMP, CONCRETE, F | | | 0031 604-07901 252.700 SYS | 101.00000 25522.70| 105.00000 26533.50| 121.59000 30725.79 CURB RAMP, CONCRETE, G | | | 0032 604-07902 35.800 SYS | 158.00000 5656.40| 225.00000 8055.00| 121.59000 4352.92 CURB RAMP, CONCRETE, H | | | 0033 605-06120 1884.000 LFT | 20.90000 39375.60| 25.00000 47100.00| 39.42000 74267.28 CURB, CONCRETE | | | 0034 608-04395 10.000 TON | 375.00000 3750.00| 170.00000 1700.00| 150.44000 1504.40 AGGREGATE FOR SHOULDER DRAINS | | | 0035 610-07488 419.000 TON | 50.00000 20950.00| 125.00000 52375.00| 147.98000 62003.62 HMA FOR APPROACHES, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 461 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,640.85 ROUTE : SR 28, US 421 CALL ORDER : 461 CONTRACT ID : RS-27752-A COUNTIES : CLINTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 612-04315 19.200 TON | 1017.00000 19526.40| 1017.00000 19526.40| 1017.00000 19526.40 ASPHALT MATERIAL FOR UNDERSEAL | | | 0037 612-05081 1.000 EACH | 3500.00000 3500.00| 3500.00000 3500.00| 3500.00000 3500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0038 612-60410 325.000 EACH | 13.20000 4290.00| 14.00000 4550.00| 13.20000 4290.00 DRILLED HOLE FOR UNDERSEAL | | | 0039 615-06515 7.000 EACH | 910.00000 6370.00| 480.00000 3360.00| 773.39000 5413.73 MONUMENT, D | | | 0040 801-03290 4.000 EACH | 85.00000 340.00| 145.00000 580.00| 140.00000 560.00 CONSTRUCTION SIGN, C | | | 0041 801-06203 5735.000 LFT | 0.10000 573.50| 0.25000 1433.75| 0.49000 2810.15 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06207 6635.000 LFT | 1.30000 8625.50| 1.10000 7298.50| 1.20000 7962.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06213 4.000 EACH | 475.00000 1900.00| 260.00000 1040.00| 240.00000 960.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | 0044 801-06640 71.000 EACH | 92.00000 6532.00| 155.00000 11005.00| 155.00000 11005.00 CONSTRUCTION SIGN, A | | | 0045 801-06710 90.000 DAY | 25.00000 2250.00| 14.00000 1260.00| 13.00000 1170.00 FLASHING ARROW SIGN | | | 0046 801-06775 LUMP | 31500.00000 31500.00| 106700.00000 106700.00| 119412.63000 119412.63 MAINTAINING TRAFFIC | | | 0047 805-02503 5550.000 LFT | 0.30000 1665.00| 0.30000 1665.00| 0.30000 1665.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0048 805-78785 4.000 EACH | 750.00000 3000.00| 800.00000 3200.00| 750.00000 3000.00 SIGNAL DETECTOR HOUSING | | | 0049 805-78795 3700.000 LFT | 5.50000 20350.00| 5.50000 20350.00| 5.50000 20350.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0050 808-03002 1770.000 LFT | 0.55000 973.50| 1.00000 1770.00| 0.99000 1752.30 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0051 808-03631 3438.000 LFT | 0.55000 1890.90| 1.00000 3438.00| 0.99000 3403.62 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0052 808-03632 6820.000 LFT | 0.55000 3751.00| 1.00000 6820.00| 0.99000 6751.80 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0053 808-06701 2160.000 LFT | 0.25000 540.00| 0.30000 648.00| 0.30000 648.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 461 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,640.85 ROUTE : SR 28, US 421 CALL ORDER : 461 CONTRACT ID : RS-27752-A COUNTIES : CLINTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 808-06703 49606.000 LFT | 0.25000 12401.50| 0.30000 14881.80| 0.30000 14881.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0055 808-06705 155.000 LFT | 1.50000 232.50| 0.65000 100.75| 0.65000 100.75 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0056 808-06716 226.000 LFT | 1.00000 226.00| 2.00000 452.00| 2.00000 452.00 LINE, REMOVE | | | 0057 808-74805 48.000 LFT | 17.15000 823.20| 8.00000 384.00| 7.55000 362.40 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0058 808-74807 4.000 EACH | 242.00000 968.00| 90.00000 360.00| 85.00000 340.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0059 808-74808 2.000 EACH | 255.00000 510.00| 90.00000 180.00| 90.00000 180.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0060 808-74809 4.000 EACH | 675.00000 2700.00| 350.00000 1400.00| 340.00000 1360.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0061 808-75215 146.000 LFT | 2.00000 292.00| 0.90000 131.40| 0.90000 131.40 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0062 808-75240 5627.000 LFT | 0.25000 1406.75| 0.30000 1688.10| 0.30000 1688.10 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0063 808-75245 26006.000 LFT | 0.25000 6501.50| 0.30000 7801.80| 0.30000 7801.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0064 808-75297 470.000 LFT | 4.00000 1880.00| 4.00000 1880.00| 4.00000 1880.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0065 808-75300 2123.000 LFT | 1.00000 2123.00| 0.70000 1486.10| 0.70000 1486.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0066 808-75320 43.000 EACH | 50.00000 2150.00| 50.00000 2150.00| 50.00000 2150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0067 808-75325 15.000 EACH | 65.00000 975.00| 60.00000 900.00| 60.00000 900.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 461 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,640.85 ROUTE : SR 28, US 421 CALL ORDER : 461 CONTRACT ID : RS-27752-A COUNTIES : CLINTON LETTING DATE : 01/18/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 808-75996 848.000 EACH | 8.00000 6784.00| 5.20000 4409.60| 5.11000 4333.28 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0069 105-06657 10.000 MOS | 800.00000 8000.00| 280.00000 2800.00| 300.00000 3000.00 PHONE, CELLULAR | | | SECTION TOTALS | $ 1,562,284.55| $ 1,757,970.00| $ 1,855,138.86 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,562,284.55| $ 1,757,970.00| $ 1,855,138.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 465 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,936,572.17 ROUTE : 70 CALL ORDER : 465 CONTRACT ID : RS-28076-F COUNTIES : VIGO LETTING DATE : 01/18/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,109,202.96 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 1,398,716.36 126.1010% ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1418333 |( ) |WABASH VALLEY ASPHALT CO. LL |ROGERS GROUP, 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 | 980.84000 980.84| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2237.00000 13422.00| 2200.00000 13200.00| FIELD OFFICE, B | | | 0003 105-07577 4.000 MOS | 140.00000 560.00| 225.00000 900.00| CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 54324.62000 54324.62| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-93741 7.000 EACH | 570.58000 3994.06| 125.00000 875.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 301-07448 50.000 TON | 18.20000 910.00| 60.00000 3000.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-01180 1050.000 TON | 16.69000 17524.50| 17.00000 17850.00| COMPACTED AGGREGATE, NO. 53 | | | 0010 304-07783 525.000 TON | 46.92000 24633.00| 100.00000 52500.00| HMA PATCHING, TYPE D | | | 0011 306-08034 167995.000 SYS | 0.33000 55438.35| 0.55000 92397.25| MILLING, ASPHALT, 1 1/2 IN. | | | 0012 401-06264 LUMP | 1515.20000 1515.20| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0013 401-07337 13860.000 TON | 49.98000 692722.80| 67.50000 935550.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 465 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,936,572.17 ROUTE : 70 CALL ORDER : 465 CONTRACT ID : RS-28076-F COUNTIES : VIGO LETTING DATE : 01/18/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1418333 |( ) |WABASH VALLEY ASPHALT CO. LL |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 402-07787 630.000 TON | 37.46000 23599.80| 60.00000 37800.00| HMA WEDGE AND LEVEL, TYPE D | | | 0015 406-05520 45.000 TON | 216.00000 9720.00| 200.00000 9000.00| ASPHALT FOR TACK COAT | | | 0016 601-93346 7.000 EACH | 89.25000 624.75| 85.00000 595.00| GUARD RAIL CONNECTOR, AS | | | 0017 601-94690 7.000 EACH | 3585.75000 25100.25| 3415.00000 23905.00| GUARDRAIL END TREATMENT, MS | | | 0018 601-99105 175.000 LFT | 14.18000 2481.50| 13.50000 2362.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 801-01093 8.000 EACH | 892.50000 7140.00| 550.00000 4400.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0020 801-03290 8.000 EACH | 183.75000 1470.00| 85.00000 680.00| CONSTRUCTION SIGN, C | | | 0021 801-06207 5945.000 LFT | 1.04000 6182.80| 1.50000 8917.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06640 32.000 EACH | 157.50000 5040.00| 88.00000 2816.00| CONSTRUCTION SIGN, A | | | 0023 801-06710 400.000 DAY | 8.00000 3200.00| 10.00000 4000.00| FLASHING ARROW SIGN | | | 0024 801-06775 LUMP | 90491.88000 90491.88| 80000.00000 80000.00| MAINTAINING TRAFFIC | | | 0025 801-07215 90.000 DAY | 130.66000 11759.40| 45.00000 4050.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0026 808-03631 3696.000 LFT | 0.58000 2143.68| 2.50000 9240.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0027 808-03632 3696.000 LFT | 0.58000 2143.68| 2.62000 9683.52| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0028 808-06702 14055.360 LFT | 0.38000 5341.04| 0.39000 5481.59| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0029 808-06703 56221.000 LFT | 0.38000 21363.98| 0.26000 14617.46| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0030 808-06705 1468.000 LFT | 0.63000 924.84| 0.49000 719.32| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0031 808-06706 188.000 LFT | 5.00000 940.00| 3.25000 611.00| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 465 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,936,572.17 ROUTE : 70 CALL ORDER : 465 CONTRACT ID : RS-28076-F COUNTIES : VIGO LETTING DATE : 01/18/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1418333 |( ) |WABASH VALLEY ASPHALT CO. LL |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 808-06716 8316.000 LFT | 0.31000 2577.96| 0.32000 2661.12| LINE, REMOVE | | | 0033 808-74811 924.000 LFT | 0.72000 665.28| 2.65000 2448.60| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0034 808-75245 56225.000 LFT | 0.31000 17429.75| 0.26000 14618.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0035 808-75996 756.000 EACH | 3.75000 2835.00| 3.75000 2835.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,109,202.96| $ 1,398,716.36| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,109,202.96| $ 1,398,716.36| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 481 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 871,477.00 ROUTE : SR 11 CALL ORDER : 481 CONTRACT ID : RS-28474-A COUNTIES : FLOYD HARRISON LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/31/06 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. $ 664,000.00 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 734,580.83 110.6296% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( ) |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1225.00000 7350.00| 2064.00000 12384.00| FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 33300.00000 33300.00| 28000.00000 28000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 1000.000 TON | 17.20000 17200.00| 25.00000 25000.00| COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07489 200.000 TON | 90.00000 18000.00| 92.00000 18400.00| HMA PATCHING, TYPE A | | | 0008 306-08042 134720.000 SYS | 0.14000 18860.80| 0.40000 53888.00| MILLING, SCARIFICATION/PROFILE | | | 0009 306-08432 12085.000 SYS | 0.55000 6646.75| 0.65000 7855.25| MILLING, APPROACH | | | 0010 401-06264 LUMP | 3400.00000 3400.00| 4500.00000 4500.00| PROFILOGRAPH, HMA | | | 0011 401-07320 11115.000 TON | 38.00000 422370.00| 39.00000 433485.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0012 402-07450 250.000 TON | 38.00000 9500.00| 58.00000 14500.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0013 406-05520 49.000 TON | 172.00000 8428.00| 240.00000 11760.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 481 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 871,477.00 ROUTE : SR 11 CALL ORDER : 481 CONTRACT ID : RS-28474-A COUNTIES : FLOYD HARRISON LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( ) |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 610-07486 997.000 TON | 55.00000 54835.00| 62.00000 61814.00| HMA FOR APPROACHES, TYPE A | | | 0015 801-06203 12630.000 LFT | 0.30000 3789.00| 0.45000 5683.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 12630.000 LFT | 1.00000 12630.00| 0.44000 5557.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 41.000 EACH | 115.00000 4715.00| 120.00000 4920.00| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP | 22819.85000 22819.85| 27000.00000 27000.00| MAINTAINING TRAFFIC | | | 0019 808-06712 2120.000 LFT | 0.10000 212.00| 0.10000 212.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0020 808-06713 101040.000 LFT | 0.10000 10104.00| 0.10000 10104.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 88370.000 LFT | 0.10000 8837.00| 0.10000 8837.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75297 84.000 LFT | 11.90000 999.60| 8.07000 677.88| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 664,000.00| $ 734,580.83| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 664,000.00| $ 734,580.83| $ ====================================================================================================================================