INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 140 CONTRACT ID : R -27146-A COUNTIES : MADISON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 8,380,154.75 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 8,880,000.00 105.9646% 3 35-1139301 E & B PAVING, INC. $ 9,162,800.00 109.3393% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 172 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 621,534.10 ROUTE : 41 CALL ORDER : 172 CONTRACT ID : R -27374-B COUNTIES : VIGO LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE 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 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 595,590.45 100.0000% ==================================================================================================================================== |( 1 ) 35-2126716 |( ) |( ) |WABASH VALLEY ASPHALT CO. LL | | 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 | 18900.00000 18900.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1953.00000 19530.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 29474.28000 29474.28| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 16275.00000 16275.00| | CLEARING RIGHT OF WAY | | | 0008 203-02000 1241.000 m3 | 79.80000 99031.80| | EXCAVATION, COMMON | | | 0009 205-02224 600.000 m | 5.04000 3024.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 207-08263 2901.000 m2 | 25.20000 73105.20| | SUBGRADE TREATMENT, TYPE IA | | | 0011 301-07448 797.000 Mg | 34.65000 27616.05| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 304-07491 400.000 Mg | 32.64000 13056.00| | HMA PATCHING, TYPE C | | | 0013 304-07494 88.000 Mg | 136.62000 12022.56| | WIDENING WITH HMA, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 172 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 621,534.10 ROUTE : 41 CALL ORDER : 172 CONTRACT ID : R -27374-B COUNTIES : VIGO LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( ) |( ) |WABASH VALLEY ASPHALT CO. LL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08036 3500.000 m2 | 3.87000 13545.00| | MILLING, ASPHALT, 50 mm | | | 0015 306-08043 216.000 m2 | 3.87000 835.92| | MILLING, TRANSITION | | | 0016 401-07334 568.000 Mg | 73.45000 41719.60| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0017 401-07367 403.000 Mg | 64.02000 25800.06| | QC/QA-HMA, 3, 76, INTERMEDIATE, 9.5 mm | | | 0018 401-07408 1584.000 Mg | 52.76000 83571.84| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0019 402-07452 336.000 Mg | 32.82000 11027.52| | HMA, TYPE C, WEDGE AND LEVEL | | | 0020 404-05514 260.000 m2 | 12.39000 3221.40| | SEAL COAT, 5 | | | 0021 405-05517 1.000 Mg | 50.00000 50.00| | ASPHALT FOR PRIME COAT | | | 0022 406-05520 4.000 Mg | 252.00000 1008.00| | ASPHALT FOR TACK COAT | | | 0023 610-07486 62.000 Mg | 150.10000 9306.20| | HMA FOR APPROACHES, TYPE A | | | 0024 611-06497 6.000 EACH | 183.75000 1102.50| | MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 1.000 EACH | 204.75000 204.75| | MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06505 5.000 EACH | 627.90000 3139.50| | MONUMENT, B | | | 0027 615-06527 1.000 EACH | 824.25000 824.25| | MONUMENT, SECTION CORNER | | | 0028 621-01004 2.000 EACH | 840.00000 1680.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06567 12.000 kL | 21.00000 252.00| | WATER | | | 0030 621-06575 663.000 m2 | 9.28000 6152.64| | SODDING, NURSERY | | | 0031 801-06203 600.000 m | 0.57000 342.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0032 801-06207 600.000 m | 1.19000 714.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 172 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 621,534.10 ROUTE : 41 CALL ORDER : 172 CONTRACT ID : R -27374-B COUNTIES : VIGO LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( ) |( ) |WABASH VALLEY ASPHALT CO. LL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 801-06640 22.000 EACH | 136.50000 3003.00| | CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP | 68670.00000 68670.00| | MAINTAINING TRAFFIC | | | 0035 802-05701 8.000 m | 38.85000 310.80| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0036 802-05702 5.000 m | 51.45000 257.25| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0037 802-76025 1.000 m2 | 257.25000 257.25| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0038 802-76035 1.000 m2 | 304.50000 304.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0039 804-76350 2.000 EACH | 42.00000 84.00| | DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0040 808-06701 857.000 m | 1.58000 1354.06| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0041 808-06703 216.000 m | 0.86000 185.76| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0042 808-06714 1800.000 m | 0.72000 1296.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0043 808-75240 374.000 m | 1.84000 688.16| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0044 808-75245 474.000 m | 0.83000 393.42| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0045 808-75297 12.000 m | 8.66000 103.92| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0046 808-75996 22.000 EACH | 8.83000 194.26| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 62.000 EACH | 31.50000 1953.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 595,590.45| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 595,590.45| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 967,400.00 ROUTE : 56 CALL ORDER : 180 CONTRACT ID : R -27487-A COUNTIES : ORANGE LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES 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 54-1342714 TRI COUNTY BUILDERS CO CONDITIONAL BID $ 840,439.00 86.4845% 2 35-1801998 CLR, INC. $ 971,780.00 100.0000% 3 35-0907037 GLENROY CONSTRUCTION CO INC $ 990,000.00 101.8749% 4 35-0451380 KREMPP LUMBER COMPANY $ 1,025,000.00 105.4765% 5 35-1251843 LINDSEYS LUMBER & BUILDER SUPPLY INC IRREGULAR BID $ 901,324.00 113.7216% ================================================================================================================================= ALL BIDS REJECTED - TO BE READVERTISED INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 184 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,610.32 ROUTE : 267 CALL ORDER : 184 CONTRACT ID : R -27785-B COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,789,200.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,920,335.00 107.3293% ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 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 INTERSECTION IMPROVEMENTS | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 29405.41000 29405.41| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1200.00000 14400.00| 1729.73000 20756.76| FIELD OFFICE, A | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 90000.00000 90000.00| 96000.00000 96000.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 45000.00000 45000.00| 25528.47000 25528.47| CLEARING RIGHT OF WAY | | | 0009 203-02000 3292.000 m3 | 28.00000 92176.00| 26.65000 87731.80| EXCAVATION, COMMON | | | 0010 205-06931 12.000 Mg | 44.00000 528.00| 46.33000 555.96| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 60.000 m | 23.00000 1380.00| 24.86000 1491.60| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 18.000 EACH | 70.00000 1260.00| 75.68000 1362.24| TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 184 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,610.32 ROUTE : 267 CALL ORDER : 184 CONTRACT ID : R -27785-B COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06937 377.000 m | 3.90000 1470.30| 4.22000 1590.94| TEMPORARY SILT FENCE | | | 0014 207-08266 1530.000 m2 | 8.50000 13005.00| 12.18000 18635.40| SUBGRADE TREATMENT, TYPE III | | | 0015 207-08268 9266.000 m2 | 14.80000 137136.80| 16.32000 151221.12| SUBGRADE TREATMENT, TYPE IV | | | 0016 211-07454 2377.000 m3 | 23.00000 54671.00| 38.04000 90421.08| STRUCTURE BACKFILL | | | 0017 301-07448 573.500 Mg | 17.00000 9749.50| 27.67000 15868.75| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08034 5323.000 m2 | 2.00000 10646.00| 1.98000 10539.54| MILLING, ASPHALT, 38 mm | | | 0019 306-08043 381.000 m2 | 6.50000 2476.50| 22.32000 8503.92| MILLING, TRANSITION | | | 0020 401-07334 1339.000 Mg | 55.00000 73645.00| 63.80000 85428.20| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0021 401-07403 1364.000 Mg | 50.00000 68200.00| 47.46000 64735.44| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0022 401-07407 1224.000 Mg | 43.00000 52632.00| 44.60000 54590.40| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0023 401-07408 3214.000 Mg | 45.00000 144630.00| 44.58000 143280.12| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0024 402-07432 138.000 Mg | 55.00000 7590.00| 81.38000 11230.44| HMA SURFACE, TYPE A | | | 0025 402-07435 505.000 Mg | 46.00000 23230.00| 60.07000 30335.35| HMA INTERMEDIATE, TYPE A | | | 0026 405-05518 36.000 m2 | 3.00000 108.00| 3.08000 110.88| ASPHALT FOR PRIME COAT | | | 0027 406-05520 12.000 Mg | 100.00000 1200.00| 257.45000 3089.40| ASPHALT FOR TACK COAT | | | 0028 604-06070 1126.000 m2 | 37.00000 41662.00| 41.55000 46785.30| SIDEWALK, CONCRETE | | | 0029 604-07896 23.000 m2 | 106.00000 2438.00| 102.10000 2348.30| CURB RAMP, CONCRETE, B | | | 0030 604-07897 10.000 m2 | 106.00000 1060.00| 110.63000 1106.30| CURB RAMP, CONCRETE, C | | | 0031 604-07899 12.000 m2 | 106.00000 1272.00| 102.77000 1233.24| CURB RAMP, CONCRETE, E | | | 0032 604-07901 87.000 m2 | 106.00000 9222.00| 99.41000 8648.67| CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 184 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,610.32 ROUTE : 267 CALL ORDER : 184 CONTRACT ID : R -27785-B COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 605-06140 1766.000 m | 43.00000 75938.00| 51.42000 90807.72| CURB AND GUTTER, CONCRETE | | | 0034 610-07486 9.000 Mg | 120.00000 1080.00| 107.24000 965.16| HMA FOR APPROACHES, TYPE A | | | 0035 610-08446 1141.000 m2 | 57.00000 65037.00| 69.70000 79527.70| PCCP FOR APPROACHES, 150 mm | | | 0036 611-06497 12.000 EACH | 135.00000 1620.00| 196.76000 2361.12| MAILBOX ASSEMBLY, SINGLE | | | 0037 611-06498 3.000 EACH | 175.00000 525.00| 270.27000 810.81| MAILBOX ASSEMBLY, DOUBLE | | | 0038 615-06490 41.000 EACH | 140.00000 5740.00| 127.57000 5230.37| RIGHT OF WAY MARKER | | | 0039 615-06505 7.000 EACH | 500.00000 3500.00| 583.78000 4086.46| MONUMENT, B | | | 0040 615-06527 1.000 EACH | 400.00000 400.00| 567.57000 567.57| MONUMENT, SECTION CORNER | | | 0041 616-02320 223.000 m2 | 2.25000 501.75| 5.64000 1257.72| GEOTEXTILES | | | 0042 616-05688 49.000 Mg | 59.00000 2891.00| 72.83000 3568.67| RIPRAP, CLASS 1 | | | 0043 616-06405 98.000 Mg | 59.00000 5782.00| 43.68000 4280.64| RIPRAP, REVETMENT | | | 0044 621-01004 2.000 EACH | 250.00000 500.00| 270.27000 540.54| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 1.000 Mg | 500.00000 500.00| 540.54000 540.54| FERTILIZER | | | 0046 621-06557 153.000 kg | 1.35000 206.55| 1.46000 223.38| SEED MIXTURE, T | | | 0047 621-06565 4.000 Mg | 450.00000 1800.00| 486.49000 1945.96| MULCHING MATERIAL | | | 0048 621-06567 316.000 kL | 1.00000 316.00| 1.08000 341.28| WATER | | | 0049 621-06574 17040.000 m2 | 3.75000 63900.00| 5.28000 89971.20| SODDING | | | 0050 714-26702 48.000 m | 1150.00000 55200.00| 1508.43000 72404.64| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0051 714-93978 52.000 m | 900.00000 46800.00| 918.60000 47767.20| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 184 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,610.32 ROUTE : 267 CALL ORDER : 184 CONTRACT ID : R -27785-B COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-03475 1.000 EACH | 600.00000 600.00| 445.54000 445.54| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0053 715-05123 32.000 m | 180.00000 5760.00| 173.11000 5539.52| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0054 715-05149 411.000 m | 130.00000 53430.00| 76.66000 31507.26| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0055 715-05151 425.000 m | 120.00000 51000.00| 83.69000 35568.25| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0056 715-05152 92.000 m | 140.00000 12880.00| 113.39000 10431.88| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0057 715-05154 129.000 m | 150.00000 19350.00| 119.24000 15381.96| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0058 715-05155 9.000 m | 180.00000 1620.00| 157.62000 1418.58| PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0059 715-05156 104.000 m | 200.00000 20800.00| 156.76000 16303.04| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0060 715-05169 25.000 m | 140.00000 3500.00| 90.13000 2253.25| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05171 12.000 m | 300.00000 3600.00| 96.60000 1159.20| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0062 715-05331 51.000 m | 250.00000 12750.00| 174.06000 8877.06| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0063 715-05595 3.000 m | 380.00000 1140.00| 157.30000 471.90| PIPE EXTENSION, CIRCULAR, 375 mm | | | 0064 715-06471 1.000 EACH | 690.00000 690.00| 683.37000 683.37| PIPE END SECTION, MIN. AREA .31 m2 | | | 0065 715-07071 1.000 EACH | 860.00000 860.00| 441.69000 441.69| SAFETY METAL END SECTION, 4:1, 750 mm | | | 0066 715-08316 4.000 m | 240.00000 960.00| 385.49000 1541.96| PIPE EXTENSION, CIRCULAR, 675 mm | | | 0067 715-46000 6.000 EACH | 280.00000 1680.00| 423.90000 2543.40| PIPE END SECTION, 300 mm | | | 0068 715-46005 8.000 EACH | 360.00000 2880.00| 445.52000 3564.16| PIPE END SECTION, 375 mm | | | 0069 715-46010 3.000 EACH | 360.00000 1080.00| 467.15000 1401.45| PIPE END SECTION, 450 mm | | | 0070 715-46020 3.000 EACH | 410.00000 1230.00| 515.79000 1547.37| PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 184 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,610.32 ROUTE : 267 CALL ORDER : 184 CONTRACT ID : R -27785-B COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 720-45030 6.000 EACH | 1000.00000 6000.00| 1578.87000 9473.22| INLET, E7 | | | 0072 720-45035 5.000 EACH | 1000.00000 5000.00| 1618.74000 8093.70| INLET, F7 | | | 0073 720-45040 6.000 EACH | 1600.00000 9600.00| 1970.09000 11820.54| INLET, G7 | | | 0074 720-45075 1.000 EACH | 1700.00000 1700.00| 1869.55000 1869.55| INLET, R13 | | | 0075 720-45235 1.000 EACH | 1150.00000 1150.00| 1605.90000 1605.90| CATCH BASIN, E7 | | | 0076 720-45250 2.000 EACH | 1600.00000 3200.00| 1812.39000 3624.78| CATCH BASIN, K10 | | | 0077 720-45510 1.000 EACH | 1500.00000 1500.00| 2714.80000 2714.80| MANHOLE, C4, MODIFIED | | | 0078 720-92883 1.000 EACH | 11500.00000 11500.00| 6227.33000 6227.33| MANHOLE, M4, MODIFIED | | | 0079 720-95409 1.000 EACH | 4000.00000 4000.00| 3386.42000 3386.42| MANHOLE, J4, MODIFIED | | | 0080 720-98174 19.000 EACH | 1800.00000 34200.00| 2146.62000 40785.78| INLET, B15 | | | 0081 720-98555 13.000 EACH | 1700.00000 22100.00| 2186.30000 28421.90| INLET, C15 | | | 0082 720-98869 4.000 EACH | 8700.00000 34800.00| 5264.32000 21057.28| MANHOLE, L4, MODIFIED | | | 0083 801-06203 612.000 m | 1.50000 918.00| 1.19000 728.28| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0084 801-06207 5022.000 m | 2.22000 11148.84| 2.76000 13860.72| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0085 801-06218 18.000 m | 20.00000 360.00| 21.62000 389.16| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0086 801-06606 22.000 EACH | 85.00000 1870.00| 167.57000 3686.54| BARRICADE, IIIB | | | 0087 801-06625 20.000 EACH | 64.00000 1280.00| 140.54000 2810.80| DETOUR ROUTE MARKER ASSEMBLY | | | 0088 801-06640 17.000 EACH | 150.00000 2550.00| 151.35000 2572.95| CONSTRUCTION SIGN, A | | | 0089 801-06645 2.000 EACH | 100.00000 200.00| 43.25000 86.50| CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 184 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,610.32 ROUTE : 267 CALL ORDER : 184 CONTRACT ID : R -27785-B COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 801-06775 LUMP | 67177.41000 67177.41| 71776.64000 71776.64| MAINTAINING TRAFFIC | | | 0091 802-05701 57.000 m | 48.00000 2736.00| 53.74000 3063.18| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0092 802-07059 11.000 EACH | 50.00000 550.00| 63.31000 696.41| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0093 802-76025 10.000 m2 | 178.00000 1780.00| 254.20000 2542.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0094 802-76035 3.000 m2 | 183.00000 549.00| 294.11000 882.33| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0095 805-01815 4.000 EACH | 1770.00000 7080.00| 2191.18000 8764.72| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0096 805-01842 12.000 EACH | 850.00000 10200.00| 837.94000 10055.28| HANDHOLE, SIGNAL | | | 0097 805-01879 1.000 EACH | 340.00000 340.00| 684.89000 684.89| SIGNAL SERVICE | | | 0098 805-02087 LUMP | 333.00000 333.00| 506.51000 506.51| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0099 805-02152 8.000 EACH | 408.00000 3264.00| 398.60000 3188.80| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0100 805-02443 1.000 EACH | 920.00000 920.00| 1488.68000 1488.68| TEMPORARY SIGNAL POLE, GUY, AND ANCHOR | | | 0101 805-02503 417.000 m | 0.26000 108.42| 2.63000 1096.71| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0102 805-06592 382.000 m | 47.00000 17954.00| 42.24000 16135.68| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0103 805-78100 1.000 EACH | 8000.00000 8000.00| 9791.38000 9791.38| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0104 805-78205 4.000 EACH | 459.00000 1836.00| 524.94000 2099.76| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0105 805-78230 4.000 EACH | 800.00000 3200.00| 932.35000 3729.40| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 184 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,610.32 ROUTE : 267 CALL ORDER : 184 CONTRACT ID : R -27785-B COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 805-78370 8.000 EACH | 161.00000 1288.00| 131.03000 1048.24| PEDESTRIAN PUSH BUTTON | | | 0107 805-78415 4.000 EACH | 1060.00000 4240.00| 1351.05000 5404.20| SPAN, CATENARY, AND TETHER | | | 0108 805-78420 4.000 EACH | 215.00000 860.00| 194.90000 779.60| DISCONNECT HANGER | | | 0109 805-78467 19.000 m | 7.50000 142.50| 4.71000 89.49| SIGNAL CABLE, 3C 8GA. | | | 0110 805-78480 285.000 m | 4.07000 1159.95| 3.17000 903.45| SIGNAL CABLE, 3C 14GA. | | | 0111 805-78485 216.000 m | 5.90000 1274.40| 3.34000 721.44| SIGNAL CABLE, 5C 14GA. | | | 0112 805-78490 206.000 m | 6.20000 1277.20| 3.52000 725.12| SIGNAL CABLE, 7C 14GA. | | | 0113 805-78510 785.000 m | 3.41000 2676.85| 2.81000 2205.85| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0114 805-78746 199.000 m | 29.00000 5771.00| 33.05000 6576.95| PREFORMED LOOP DETECTORS | | | 0115 805-78785 4.000 EACH | 750.00000 3000.00| 684.89000 2739.56| SIGNAL DETECTOR HOUSING | | | 0116 805-78795 125.000 m | 25.00000 3125.00| 20.49000 2561.25| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0117 805-78925 1.000 EACH | 1060.00000 1060.00| 1042.08000 1042.08| CONTROLLER CABINET FOUNDATION, P1 | | | 0118 805-81032 4.000 EACH | 2800.00000 11200.00| 3208.61000 12834.44| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0119 805-92504 5.000 EACH | 210.00000 1050.00| 242.17000 1210.85| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0120 808-05866 4.000 m2 | 31.05000 124.20| 70.27000 281.08| PAVEMENT MESSAGE MARKING, REMOVE | | | 0121 808-06368 3.000 m | 21.00000 63.00| 21.62000 64.86| TRANSVERSE MARKING, REMOVE | | | 0122 808-06703 904.000 m | 1.01000 913.04| 1.25000 1130.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0123 808-06713 200.000 m | 1.01000 202.00| 2.16000 432.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0124 808-06716 1993.000 m | 1.01000 2012.93| 2.16000 4304.88| LINE, REMOVE | | | 0125 808-75245 1525.800 m | 1.01000 1541.06| 1.25000 1907.25| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 184 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,610.32 ROUTE : 267 CALL ORDER : 184 CONTRACT ID : R -27785-B COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0126 808-75260 103.000 m | 0.10000 10.30| 5.41000 557.23| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0127 808-75297 50.000 m | 10.25000 512.50| 10.81000 540.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0128 808-75300 194.000 m | 3.00000 582.00| 3.57000 692.58| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0129 808-75320 19.000 EACH | 66.00000 1254.00| 64.86000 1232.34| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0130 808-75325 8.000 EACH | 77.00000 616.00| 91.89000 735.12| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0131 808-75994 21.000 EACH | 10.00000 210.00| 10.81000 227.01| PRISMATIC REFLECTOR | | | 0132 808-75996 62.000 EACH | 10.00000 620.00| 37.84000 2346.08| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0133 808-75998 122.000 EACH | 26.00000 3172.00| 37.84000 4616.48| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0134 808-92027 472.000 m | 2.75000 1298.00| 4.00000 1888.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,789,200.00| $ 1,920,335.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,789,200.00| $ 1,920,335.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 190 CONTRACT ID : R -28103-A COUNTIES : CLINTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/30/06 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. $ 2,848,280.34 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 2,938,318.67 103.1611% 3 35-1212938 ATLAS EXCAVATING, INC. $ 3,029,654.30 106.3678% 4 35-1875662 CRIDER & CRIDER, INC. $ 3,193,992.26 112.1376% 5 35-1325036 DEICHMAN EXCAVATING CO $ 3,231,117.25 113.4410% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,362.91 ROUTE : 67 CALL ORDER : 200 CONTRACT ID : R -28132-A COUNTIES : DELAWARE LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/06 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 $ 837,341.00 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 1,090,091.60 130.1849% 3 35-1698047 GRADEX, INC. $ 1,174,962.50 140.3207% 4 35-1844743 J G CASE CONSTRUCTION INC. IRREGULAR BID $ 826,488.00 142.1633% 5 35-2094565 3D COMPANY INC. IRREGULAR BID $ 773,399.00 106.8644% ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1212938 |( 3 ) 35-1698047 |HIS CONSTRUCTORS LLC |ATLAS EXCAVATING, INC. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WETLAND MITIGATION | | | 0001 105-06845 LUMP | 12417.24000 12417.24| 6700.00000 6700.00| 95000.00000 95000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2000.00000 24000.00| 1900.00000 22800.00| 2500.00000 30000.00 FIELD OFFICE, A | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 40500.00000 40500.00| 55000.00000 55000.00| 58700.00000 58700.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 203-02000 31697.000 m3 | 10.68000 338523.96| 17.00000 538849.00| 13.50000 427909.50 EXCAVATION, COMMON | | | 0006 205-06937 860.000 m | 4.00000 3440.00| 4.90000 4214.00| 4.00000 3440.00 TEMPORARY SILT FENCE | | | 0007 212-06281 15090.000 m3 | 3.61000 54474.90| 4.20000 63378.00| 8.00000 120720.00 STOCKPILED SELECTED MATERIAL | | | 0008 212-06282 15090.000 m3 | 3.81000 57492.90| 4.70000 70923.00| 8.00000 120720.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0009 621-01004 1.000 EACH | 750.00000 750.00| 710.00000 710.00| 630.00000 630.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0010 621-04258 141.000 kg | 22.00000 3102.00| 25.60000 3609.60| 22.00000 3102.00 SEED MIXTURE , ANNUAL RYE | | | 0011 621-04258 30.000 kg | 191.00000 5730.00| 200.00000 6000.00| 190.00000 5700.00 SEED MIXTURE , LOW-PROFILE PRAIRIE SEED | | | MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,362.91 ROUTE : 67 CALL ORDER : 200 CONTRACT ID : R -28132-A COUNTIES : DELAWARE LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1212938 |( 3 ) 35-1698047 |HIS CONSTRUCTORS LLC |ATLAS EXCAVATING, INC. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 621-04258 199.000 kg | 344.00000 68456.00| 393.00000 78207.00| 345.00000 68655.00 SEED MIXTURE , SEDGE MEADOW SEED MIX | | | 0013 621-06545 4.000 Mg | 930.00000 3720.00| 1000.00000 4000.00| 935.00000 3740.00 FERTILIZER | | | 0014 621-06565 39.000 Mg | 400.00000 15600.00| 490.00000 19110.00| 435.00000 16965.00 MULCHING MATERIAL | | | 0015 621-06567 21600.000 kL | 7.55000 163080.00| 7.55000 163080.00| 8.00000 172800.00 WATER | | | 0016 622-52436 9.000 EACH | 27.00000 243.00| 30.00000 270.00| 30.00000 270.00 SIGN, DO NOT MOW OR SPRAY | | | 0017 622-91786 3400.000 EACH | 4.65000 15810.00| 5.30000 18020.00| 4.65000 15810.00 SEEDLING | | | 0018 622-91786 600.000 EACH | 30.00000 18000.00| 34.30000 20580.00| 30.00000 18000.00 SEEDLING , 3 GALLON CONTAINER GROWN | | | 0019 624-92647 8.000 ha | 1500.00000 12000.00| 1830.00000 14640.00| 1600.00000 12800.00 HERBICIDE TREATMENT | | | SECTION TOTALS | $ 837,341.00| $ 1,090,091.60| $ 1,174,962.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 837,341.00| $ 1,090,091.60| $ 1,174,962.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 230 CONTRACT ID : R -28189-A COUNTIES : VANDERBURGH LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 06/01/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 2,633,698.35 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS $ 2,798,021.00 106.2392% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 3,468,549.27 131.6988% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE 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 35-1875662 CRIDER & CRIDER, INC. $ 1,582,012.60 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,583,278.95 100.0800% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,762,041.51 111.3797% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,894,830.55 119.7734% ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |CRIDER & CRIDER, 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 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 25000.00000 25000.00| 27747.83000 27747.83 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 3500.00000 31500.00| 3524.86000 31723.74 FIELD OFFICE, B | | | 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 | 75000.00000 75000.00| 68000.00000 68000.00| 155930.02000 155930.02 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 20000.00000 20000.00| 40800.00000 40800.00| 7484.23000 7484.23 CLEARING RIGHT OF WAY | | | 0008 202-02240 323.000 m2 | 12.00000 3876.00| 15.00000 4845.00| 9.00000 2907.00 PAVEMENT REMOVAL | | | 0009 202-02241 90.000 m | 12.00000 1080.00| 10.00000 900.00| 11.00000 990.00 GUARDRAIL, REMOVE | | | 0010 202-02278 287.000 m | 12.00000 3444.00| 16.00000 4592.00| 21.42000 6147.54 CURB, CONCRETE, REMOVE | | | 0011 202-52710 345.000 m2 | 6.00000 2070.00| 11.00000 3795.00| 12.04000 4153.80 SIDEWALK, CONCRETE, REMOVE | | | 0012 202-74045 2.000 EACH | 72.00000 144.00| 78.00000 156.00| 66.81000 133.62 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0013 202-91385 3.000 EACH | 250.00000 750.00| 400.00000 1200.00| 415.49000 1246.47 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |CRIDER & CRIDER, 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 202-99187 56.000 m | 16.00000 896.00| 3.50000 196.00| 15.00000 840.00 FENCE, FARM FIELD, REMOVE | | | 0015 203-02000 14128.000 m3 | 20.00000 282560.00| 9.50000 134216.00| 17.40000 245827.20 EXCAVATION, COMMON | | | 0016 203-02020 50.000 m3 | 50.00000 2500.00| 150.00000 7500.00| 157.39000 7869.50 EXCAVATION, UNCLASSIFIED | | | 0017 204-02290 1.000 EACH | 1000.00000 1000.00| 1800.00000 1800.00| 4644.67000 4644.67 SETTLEMENT PLATE | | | 0018 204-08414 10.000 EACH | 100.00000 1000.00| 300.00000 3000.00| 115.21000 1152.10 STAKES, LATERAL | | | 0019 205-03371 50.000 m3 | 25.00000 1250.00| 34.00000 1700.00| 30.94000 1547.00 SEDIMENT REMOVE | | | 0020 205-06937 280.000 m | 5.40000 1512.00| 5.00000 1400.00| 5.00000 1400.00 TEMPORARY SILT FENCE | | | 0021 207-08262 10462.000 m2 | 4.50000 47079.00| 6.00000 62772.00| 6.63000 69363.06 SUBGRADE TREATMENT, TYPE I | | | 0022 210-07739 1.000 EACH | 864.00000 864.00| 1500.00000 1500.00| 298.46000 298.46 TEMPORARY , CONCRETE WASHOUT | | | 0023 210-07739 28.000 EACH | 60.00000 1680.00| 50.00000 1400.00| 55.00000 1540.00 TEMPORARY , CURB INLET PROTECTION | | | 0024 210-08380 15540.000 m2 | 7.50000 116550.00| 10.50000 163170.00| 14.22000 220978.80 DYNAMIC COMPACTION | | | 0025 211-07454 33.000 m3 | 25.00000 825.00| 14.00000 462.00| 26.80000 884.40 STRUCTURE BACKFILL | | | 0026 213-08058 234.000 m3 | 70.00000 16380.00| 170.00000 39780.00| 76.37000 17870.58 FLOWABLE BACKFILL | | | 0027 301-07448 92.000 Mg | 20.00000 1840.00| 28.00000 2576.00| 35.69000 3283.48 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-06464 152.000 m3 | 50.00000 7600.00| 54.00000 8208.00| 61.68000 9375.36 SUBBASE FOR PCCP | | | 0032 502-06328 287.000 m2 | 70.00000 20090.00| 60.00000 17220.00| 71.42000 20497.54 PCCP, 275 mm | | | 0033 502-06457 300.000 m2 | 80.00000 24000.00| 55.00000 16500.00| 63.41000 19023.00 PCCP, 225 mm | | | 0034 503-03489 348.000 EACH | 15.00000 5220.00| 6.00000 2088.00| 8.19000 2850.12 RETROFITTED TIE BARS | | | 0035 503-05240 103.000 m | 25.00000 2575.00| 42.00000 4326.00| 25.47000 2623.41 D-1 CONTRACTION JOINT | | | 0036 601-01626 1.000 EACH | 2160.00000 2160.00| 1600.00000 1600.00| 1690.00000 1690.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |CRIDER & CRIDER, 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 601-05999 1.000 EACH | 54.00000 54.00| 50.00000 50.00| 32.00000 32.00 CURVED TERMINAL END | | | 0038 601-94690 1.000 EACH | 3240.00000 3240.00| 2600.00000 2600.00| 2650.00000 2650.00 GUARDRAIL END TREATMENT, MS | | | 0039 601-99105 19.000 m | 113.00000 2147.00| 65.00000 1235.00| 63.00000 1197.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 604-07894 14.000 m2 | 150.00000 2100.00| 125.00000 1750.00| 200.30000 2804.20 CURB RAMP, CONCRETE, A | | | 0041 604-07897 11.000 m2 | 150.00000 1650.00| 250.00000 2750.00| 204.39000 2248.29 CURB RAMP, CONCRETE, C | | | 0042 604-07902 8.000 m2 | 150.00000 1200.00| 250.00000 2000.00| 186.00000 1488.00 CURB RAMP, CONCRETE, H | | | 0043 604-07904 97.000 m2 | 160.00000 15520.00| 125.00000 12125.00| 172.84000 16765.48 CURB RAMP, CONCRETE, L | | | 0044 604-91531 382.000 m2 | 50.00000 19100.00| 49.00000 18718.00| 44.28000 16914.96 SIDEWALK, CONCRETE, 100 mm | | | 0045 605-02493 156.000 m2 | 90.00000 14040.00| 90.00000 14040.00| 105.99000 16534.44 CURB ISLAND, CONCRETE | | | 0046 605-06090 111.000 m | 50.00000 5550.00| 75.00000 8325.00| 38.11000 4230.21 CURB, INTEGRAL, CONCRETE | | | 0047 605-06215 170.000 m | 105.00000 17850.00| 180.00000 30600.00| 128.56000 21855.20 CENTER CURB, D, CONCRETE | | | 0048 610-07712 253.000 m2 | 60.00000 15180.00| 50.00000 12650.00| 66.26000 16763.78 PCCP FOR APPROACHES, 150 mm | | | 0049 615-06510 1.000 EACH | 325.00000 325.00| 380.00000 380.00| 380.00000 380.00 MONUMENT, C | | | 0051 616-02320 100.000 m2 | 2.00000 200.00| 5.90000 590.00| 1.09000 109.00 GEOTEXTILES | | | 0052 616-05688 62.000 Mg | 25.00000 1550.00| 44.50000 2759.00| 172.34000 10685.08 RIPRAP, CLASS 1 | | | 0053 621-01004 2.000 EACH | 378.00000 756.00| 350.00000 700.00| 396.89000 793.78 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06557 25.000 kg | 19.00000 475.00| 17.50000 437.50| 17.50000 437.50 SEED MIXTURE, T | | | 0055 621-06565 1.000 Mg | 865.00000 865.00| 800.00000 800.00| 800.00000 800.00 MULCHING MATERIAL | | | 0056 621-06567 99.000 kL | 2.70000 267.30| 2.60000 257.40| 2.50000 247.50 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |CRIDER & CRIDER, 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 621-06575 5494.000 m2 | 3.25000 17855.50| 3.00000 16482.00| 4.32000 23734.08 SODDING, NURSERY | | | 0059 703-51030 140.000 kg | 2.00000 280.00| 7.00000 980.00| 0.67000 93.80 REINFORCING STEEL | | | 0061 715-05048 151.000 m | 16.00000 2416.00| 19.00000 2869.00| 17.33000 2616.83 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0062 715-05149 400.000 m | 68.00000 27200.00| 95.00000 38000.00| 147.23000 58892.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0063 715-05151 47.000 m | 77.00000 3619.00| 110.00000 5170.00| 128.23000 6026.81 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0064 715-05152 66.000 m | 92.00000 6072.00| 100.00000 6600.00| 136.87000 9033.42 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0065 715-05756 3.000 m | 108.00000 324.00| 1040.00000 3120.00| 687.83000 2063.49 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0066 715-08283 3.000 m2 | 175.00000 525.00| 380.00000 1140.00| 130.37000 391.11 PCCP FOR STRUCTURE INSTALLATION | | | 0067 715-46000 1.000 EACH | 525.00000 525.00| 900.00000 900.00| 545.99000 545.99 PIPE END SECTION, 300 mm | | | 0068 718-52610 34.000 m3 | 30.00000 1020.00| 31.75000 1079.50| 25.68000 873.12 AGGREGATE FOR UNDERDRAINS | | | 0069 718-99153 541.000 m2 | 1.00000 541.00| 4.15000 2245.15| 2.31000 1249.71 GEOTEXTILES FOR UNDERDRAIN | | | 0070 720-44000 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 233.90000 467.80 CASTING, ADJUST TO GRADE | | | 0071 720-45045 4.000 EACH | 1800.00000 7200.00| 1800.00000 7200.00| 2053.60000 8214.40 INLET, J10 | | | 0072 720-45145 5.000 EACH | 1850.00000 9250.00| 1800.00000 9000.00| 1748.15000 8740.75 INLET, J10, MODIFIED | | | 0073 720-45155 9.000 EACH | 1600.00000 14400.00| 1800.00000 16200.00| 1885.27000 16967.43 INLET, M10, MODIFIED | | | 0074 720-45370 1.000 EACH | 1960.00000 1960.00| 2800.00000 2800.00| 1937.36000 1937.36 PIPE CATCH BASIN, 450 mm, MODIFIED | | | 0075 720-93409 1.000 EACH | 2700.00000 2700.00| 2600.00000 2600.00| 2243.47000 2243.47 INLET, B15, MODIFIED | | | 0076 720-93411 5.000 EACH | 2300.00000 11500.00| 2600.00000 13000.00| 2243.46000 11217.30 INLET, C15, MODIFIED | | | 0077 720-98174 2.000 EACH | 2300.00000 4600.00| 2600.00000 5200.00| 2243.47000 4486.94 INLET, B15 | | | 0078 801-03291 8.000 EACH | 220.00000 1760.00| 150.00000 1200.00| 140.00000 1120.00 CONSTRUCTION SIGN, D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |CRIDER & CRIDER, 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 801-04308 2.000 EACH | 220.00000 440.00| 165.00000 330.00| 175.00000 350.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0080 801-06207 400.000 m | 3.60000 1440.00| 2.75000 1100.00| 2.74000 1096.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0081 801-06640 12.000 EACH | 220.00000 2640.00| 160.00000 1920.00| 160.00000 1920.00 CONSTRUCTION SIGN, A | | | 0082 801-06710 60.000 DAY | 15.00000 900.00| 11.00000 660.00| 11.00000 660.00 FLASHING ARROW SIGN | | | 0083 801-06775 LUMP | 5000.00000 5000.00| 12000.00000 12000.00| 6053.64000 6053.64 MAINTAINING TRAFFIC | | | 0084 801-07118 97.000 m | 50.00000 4850.00| 24.00000 2328.00| 24.00000 2328.00 BARRICADE, III-A | | | 0085 802-05701 19.000 m | 56.00000 1064.00| 36.50000 693.50| 50.94000 967.86 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0086 802-05702 13.000 m | 49.00000 637.00| 25.50000 331.50| 44.14000 573.82 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0087 802-76025 9.000 m2 | 380.00000 3420.00| 130.00000 1170.00| 348.33000 3134.97 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0088 802-76035 4.000 m2 | 410.00000 1640.00| 125.00000 500.00| 362.28000 1449.12 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0089 802-76045 6.000 m2 | 440.00000 2640.00| 150.00000 900.00| 397.20000 2383.20 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0090 805-01815 8.000 EACH | 2200.00000 17600.00| 1400.00000 11200.00| 1962.08000 15696.64 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0091 805-01842 10.000 EACH | 825.00000 8250.00| 700.00000 7000.00| 753.12000 7531.20 HANDHOLE, SIGNAL | | | 0092 805-01844 540.000 m | 43.00000 23220.00| 37.00000 19980.00| 37.63000 20320.20 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0093 805-01879 2.000 EACH | 675.00000 1350.00| 575.00000 1150.00| 610.39000 1220.78 SIGNAL SERVICE | | | 0094 805-02152 16.000 EACH | 400.00000 6400.00| 495.00000 7920.00| 358.58000 5737.28 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |CRIDER & CRIDER, 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 805-78100 2.000 EACH | 9300.00000 18600.00| 6600.00000 13200.00| 8260.77000 16521.54 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0096 805-78205 10.000 EACH | 580.00000 5800.00| 535.00000 5350.00| 522.19000 5221.90 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0097 805-78215 2.000 EACH | 600.00000 1200.00| 535.00000 1070.00| 540.89000 1081.78 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0098 805-78230 7.000 EACH | 900.00000 6300.00| 900.00000 6300.00| 797.72000 5584.04 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0099 805-78415 8.000 EACH | 1400.00000 11200.00| 1400.00000 11200.00| 1276.96000 10215.68 SPAN, CATENARY, AND TETHER | | | 0100 805-78420 8.000 EACH | 210.00000 1680.00| 250.00000 2000.00| 186.71000 1493.68 DISCONNECT HANGER | | | 0101 805-78467 20.000 m | 5.00000 100.00| 6.50000 130.00| 4.53000 90.60 SIGNAL CABLE, 3C 8GA. | | | 0102 805-78470 2580.000 m | 2.00000 5160.00| 0.38000 980.40| 1.74000 4489.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0103 805-78480 650.000 m | 3.50000 2275.00| 4.85000 3152.50| 3.10000 2015.00 SIGNAL CABLE, 3C 14GA. | | | 0104 805-78485 590.000 m | 3.60000 2124.00| 5.20000 3068.00| 3.27000 1929.30 SIGNAL CABLE, 5C 14GA. | | | 0105 805-78490 580.000 m | 3.90000 2262.00| 5.50000 3190.00| 3.49000 2024.20 SIGNAL CABLE, 7C 14GA. | | | 0106 805-78510 1260.000 m | 3.10000 3906.00| 4.75000 5985.00| 2.73000 3439.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0107 805-78785 20.000 EACH | 900.00000 18000.00| 550.00000 11000.00| 788.54000 15770.80 SIGNAL DETECTOR HOUSING | | | 0108 805-78795 1040.000 m | 18.50000 19240.00| 26.00000 27040.00| 16.00000 16640.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0109 805-78925 2.000 EACH | 1050.00000 2100.00| 625.00000 1250.00| 931.54000 1863.08 CONTROLLER CABINET FOUNDATION, P1 | | | 0110 805-81060 8.000 EACH | 4000.00000 32000.00| 3400.00000 27200.00| 3556.77000 28454.16 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0111 805-90005 2.000 EACH | 385.00000 770.00| 325.00000 650.00| 343.45000 686.90 SIGNAL PEDESTAL, 3.0 m | | | 0112 805-92504 10.000 EACH | 200.00000 2000.00| 185.00000 1850.00| 176.13000 1761.30 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |CRIDER & CRIDER, 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 808-03179 5.000 EACH | 185.00000 925.00| 150.00000 750.00| 275.00000 1375.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0114 808-06716 486.000 m | 1.70000 826.20| 1.20000 583.20| 2.20000 1069.20 LINE, REMOVE | | | 0116 808-75051 374.000 m | 5.00000 1870.00| 1.25000 467.50| 1.75000 654.50 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0118 808-75054 611.000 m | 5.10000 3116.10| 2.50000 1527.50| 3.44000 2101.84 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0119 808-75059 18.000 m | 6.75000 121.50| 1.25000 22.50| 2.25000 40.50 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0120 808-75067 65.000 m | 26.00000 1690.00| 22.50000 1462.50| 22.89000 1487.85 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0121 808-75069 303.000 m | 9.00000 2727.00| 1.75000 530.25| 2.88000 872.64 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0122 808-75071 15.000 EACH | 165.00000 2475.00| 95.00000 1425.00| 195.00000 2925.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0123 808-75998 63.000 EACH | 31.00000 1953.00| 31.50000 1984.50| 43.45000 2737.35 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0125 622-05651 57.000 EACH | 464.00000 26448.00| 430.00000 24510.00| 430.00000 24510.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0126 805-78370 16.000 EACH | 135.00000 2160.00| 90.00000 1440.00| 120.98000 1935.68 PEDESTRIAN PUSH BUTTON | | | 0127 805-78900 2.000 EACH | 620.00000 1240.00| 300.00000 600.00| 560.62000 1121.24 PEDESTAL FOUNDATION, A | | | 0128 808-96575 2.000 EACH | 335.00000 670.00| 165.00000 330.00| 530.00000 1060.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD BIKE | | | 0129 401-06264 LUMP | 1100.00000 1100.00| 1000.00000 1000.00| 646.81000 646.81 PROFILOGRAPH, HMA | | | 0130 401-07327 779.000 Mg | 59.00000 45961.00| 69.00000 53751.00| 51.94000 40461.26 QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |CRIDER & CRIDER, 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0131 401-07397 1298.000 Mg | 57.00000 73986.00| 63.50000 82423.00| 49.52000 64276.96 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0132 401-07423 4154.000 Mg | 49.00000 203546.00| 54.00000 224316.00| 42.67000 177251.18 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0133 406-05520 8.000 Mg | 388.00000 3104.00| 400.00000 3200.00| 338.08000 2704.64 ASPHALT FOR TACK COAT | | | 0134 604-07092 322.000 Mg | 35.00000 11270.00| 31.25000 10062.50| 28.72000 9247.84 BED COURSE MATERIAL | | | 0135 604-07483 325.000 Mg | 101.00000 32825.00| 82.25000 26731.25| 88.38000 28723.50 HMA FOR SIDEWALK | | | 0136 605-06140 1087.000 m | 48.00000 52176.00| 40.00000 43480.00| 45.18000 49110.66 CURB AND GUTTER, CONCRETE | | | 0137 615-06505 6.000 EACH | 432.00000 2592.00| 695.00000 4170.00| 695.00000 4170.00 MONUMENT, B | | | 0138 808-06701 237.000 m | 2.70000 639.90| 1.25000 296.25| 1.31000 310.47 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0139 808-06703 71.000 m | 1.25000 88.75| 1.25000 88.75| 1.31000 93.01 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0140 808-06705 103.000 m | 2.50000 257.50| 2.50000 257.50| 2.62000 269.86 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0141 808-75245 891.000 m | 1.25000 1113.75| 1.30000 1158.30| 1.31000 1167.21 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0142 808-75278 19.000 m | 5.00000 95.00| 3.00000 57.00| 2.97000 56.43 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0143 808-75297 15.000 m | 10.50000 157.50| 6.00000 90.00| 5.99000 89.85 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0144 808-75300 104.000 m | 3.65000 379.60| 2.00000 208.00| 1.95000 202.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0145 808-75320 4.000 EACH | 63.00000 252.00| 65.00000 260.00| 65.00000 260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0146 808-75325 3.000 EACH | 68.00000 204.00| 70.00000 210.00| 70.00000 210.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |CRIDER & CRIDER, 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0147 808-92027 120.000 m | 4.75000 570.00| 2.75000 330.00| 2.62000 314.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0148 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | SECTION TOTALS | $ 1,582,012.60| $ 1,583,278.95| $ 1,762,041.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,582,012.60| $ 1,583,278.95| $ 1,762,041.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 35000.00000 35000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2230.00000 20070.00| | FIELD OFFICE, B | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 125000.00000 125000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 25000.00000 25000.00| | CLEARING RIGHT OF WAY | | | 0008 202-02240 323.000 m2 | 32.00000 10336.00| | PAVEMENT REMOVAL | | | 0009 202-02241 90.000 m | 18.00000 1620.00| | GUARDRAIL, REMOVE | | | 0010 202-02278 287.000 m | 13.00000 3731.00| | CURB, CONCRETE, REMOVE | | | 0011 202-52710 345.000 m2 | 4.00000 1380.00| | SIDEWALK, CONCRETE, REMOVE | | | 0012 202-74045 2.000 EACH | 375.00000 750.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0013 202-91385 3.000 EACH | 500.00000 1500.00| | INLET, REMOVE | | | 0014 202-99187 56.000 m | 20.00000 1120.00| | FENCE, FARM FIELD, REMOVE | | | 0015 203-02000 14128.000 m3 | 11.75000 166004.00| | EXCAVATION, COMMON | | | 0016 203-02020 50.000 m3 | 18.00000 900.00| | EXCAVATION, UNCLASSIFIED | | | 0017 204-02290 1.000 EACH | 1200.00000 1200.00| | SETTLEMENT PLATE | | | 0018 204-08414 10.000 EACH | 775.00000 7750.00| | STAKES, LATERAL | | | 0019 205-03371 50.000 m3 | 25.00000 1250.00| | SEDIMENT REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 280.000 m | 3.55000 994.00| | TEMPORARY SILT FENCE | | | 0021 207-08262 10462.000 m2 | 6.18000 64655.16| | SUBGRADE TREATMENT, TYPE I | | | 0022 210-07739 1.000 EACH | 1200.00000 1200.00| | TEMPORARY , CONCRETE WASHOUT | | | 0023 210-07739 28.000 EACH | 275.00000 7700.00| | TEMPORARY , CURB INLET PROTECTION | | | 0024 210-08380 15540.000 m2 | 14.85000 230769.00| | DYNAMIC COMPACTION | | | 0025 211-07454 33.000 m3 | 15.00000 495.00| | STRUCTURE BACKFILL | | | 0026 213-08058 234.000 m3 | 250.00000 58500.00| | FLOWABLE BACKFILL | | | 0027 301-07448 92.000 Mg | 20.00000 1840.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-06464 152.000 m3 | 50.00000 7600.00| | SUBBASE FOR PCCP | | | 0032 502-06328 287.000 m2 | 78.00000 22386.00| | PCCP, 275 mm | | | 0033 502-06457 300.000 m2 | 82.00000 24600.00| | PCCP, 225 mm | | | 0034 503-03489 348.000 EACH | 17.00000 5916.00| | RETROFITTED TIE BARS | | | 0035 503-05240 103.000 m | 33.00000 3399.00| | D-1 CONTRACTION JOINT | | | 0036 601-01626 1.000 EACH | 2000.00000 2000.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0037 601-05999 1.000 EACH | 52.00000 52.00| | CURVED TERMINAL END | | | 0038 601-94690 1.000 EACH | 3175.00000 3175.00| | GUARDRAIL END TREATMENT, MS | | | 0039 601-99105 19.000 m | 68.00000 1292.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 604-07894 14.000 m2 | 175.00000 2450.00| | CURB RAMP, CONCRETE, A | | | 0041 604-07897 11.000 m2 | 177.00000 1947.00| | CURB RAMP, CONCRETE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 604-07902 8.000 m2 | 181.00000 1448.00| | CURB RAMP, CONCRETE, H | | | 0043 604-07904 97.000 m2 | 177.00000 17169.00| | CURB RAMP, CONCRETE, L | | | 0044 604-91531 382.000 m2 | 70.00000 26740.00| | SIDEWALK, CONCRETE, 100 mm | | | 0045 605-02493 156.000 m2 | 90.00000 14040.00| | CURB ISLAND, CONCRETE | | | 0046 605-06090 111.000 m | 66.00000 7326.00| | CURB, INTEGRAL, CONCRETE | | | 0047 605-06215 170.000 m | 113.00000 19210.00| | CENTER CURB, D, CONCRETE | | | 0048 610-07712 253.000 m2 | 67.75000 17140.75| | PCCP FOR APPROACHES, 150 mm | | | 0049 615-06510 1.000 EACH | 885.00000 885.00| | MONUMENT, C | | | 0051 616-02320 100.000 m2 | 8.00000 800.00| | GEOTEXTILES | | | 0052 616-05688 62.000 Mg | 78.00000 4836.00| | RIPRAP, CLASS 1 | | | 0053 621-01004 2.000 EACH | 900.00000 1800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06557 25.000 kg | 11.00000 275.00| | SEED MIXTURE, T | | | 0055 621-06565 1.000 Mg | 800.00000 800.00| | MULCHING MATERIAL | | | 0056 621-06567 99.000 kL | 1.00000 99.00| | WATER | | | 0057 621-06575 5494.000 m2 | 5.00000 27470.00| | SODDING, NURSERY | | | 0059 703-51030 140.000 kg | 15.00000 2100.00| | REINFORCING STEEL | | | 0061 715-05048 151.000 m | 30.00000 4530.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0062 715-05149 400.000 m | 75.00000 30000.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0063 715-05151 47.000 m | 68.00000 3196.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 715-05152 66.000 m | 75.00000 4950.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0065 715-05756 3.000 m | 455.00000 1365.00| | PIPE EXTENSION, CIRCULAR, 300 mm | | | 0066 715-08283 3.000 m2 | 105.00000 315.00| | PCCP FOR STRUCTURE INSTALLATION | | | 0067 715-46000 1.000 EACH | 550.00000 550.00| | PIPE END SECTION, 300 mm | | | 0068 718-52610 34.000 m3 | 48.00000 1632.00| | AGGREGATE FOR UNDERDRAINS | | | 0069 718-99153 541.000 m2 | 5.00000 2705.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0070 720-44000 2.000 EACH | 975.00000 1950.00| | CASTING, ADJUST TO GRADE | | | 0071 720-45045 4.000 EACH | 1440.00000 5760.00| | INLET, J10 | | | 0072 720-45145 5.000 EACH | 1600.00000 8000.00| | INLET, J10, MODIFIED | | | 0073 720-45155 9.000 EACH | 1800.00000 16200.00| | INLET, M10, MODIFIED | | | 0074 720-45370 1.000 EACH | 1675.00000 1675.00| | PIPE CATCH BASIN, 450 mm, MODIFIED | | | 0075 720-93409 1.000 EACH | 1975.00000 1975.00| | INLET, B15, MODIFIED | | | 0076 720-93411 5.000 EACH | 2200.00000 11000.00| | INLET, C15, MODIFIED | | | 0077 720-98174 2.000 EACH | 1875.00000 3750.00| | INLET, B15 | | | 0078 801-03291 8.000 EACH | 190.00000 1520.00| | CONSTRUCTION SIGN, D | | | 0079 801-04308 2.000 EACH | 322.00000 644.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0080 801-06207 400.000 m | 5.92000 2368.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0081 801-06640 12.000 EACH | 195.00000 2340.00| | CONSTRUCTION SIGN, A | | | 0082 801-06710 60.000 DAY | 32.00000 1920.00| | FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 801-06775 LUMP | 16000.00000 16000.00| | MAINTAINING TRAFFIC | | | 0084 801-07118 97.000 m | 39.00000 3783.00| | BARRICADE, III-A | | | 0085 802-05701 19.000 m | 55.00000 1045.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0086 802-05702 13.000 m | 49.00000 637.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0087 802-76025 9.000 m2 | 157.00000 1413.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0088 802-76035 4.000 m2 | 175.00000 700.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0089 802-76045 6.000 m2 | 188.00000 1128.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0090 805-01815 8.000 EACH | 1975.00000 15800.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0091 805-01842 10.000 EACH | 775.00000 7750.00| | HANDHOLE, SIGNAL | | | 0092 805-01844 540.000 m | 59.00000 31860.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0093 805-01879 2.000 EACH | 500.00000 1000.00| | SIGNAL SERVICE | | | 0094 805-02152 16.000 EACH | 635.00000 10160.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0095 805-78100 2.000 EACH | 13200.00000 26400.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0096 805-78205 10.000 EACH | 500.00000 5000.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0097 805-78215 2.000 EACH | 500.00000 1000.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 805-78230 7.000 EACH | 875.00000 6125.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0099 805-78415 8.000 EACH | 1485.00000 11880.00| | SPAN, CATENARY, AND TETHER | | | 0100 805-78420 8.000 EACH | 325.00000 2600.00| | DISCONNECT HANGER | | | 0101 805-78467 20.000 m | 6.25000 125.00| | SIGNAL CABLE, 3C 8GA. | | | 0102 805-78470 2580.000 m | 1.25000 3225.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0103 805-78480 650.000 m | 3.00000 1950.00| | SIGNAL CABLE, 3C 14GA. | | | 0104 805-78485 590.000 m | 3.85000 2271.50| | SIGNAL CABLE, 5C 14GA. | | | 0105 805-78490 580.000 m | 4.12000 2389.60| | SIGNAL CABLE, 7C 14GA. | | | 0106 805-78510 1260.000 m | 2.35000 2961.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0107 805-78785 20.000 EACH | 525.00000 10500.00| | SIGNAL DETECTOR HOUSING | | | 0108 805-78795 1040.000 m | 31.00000 32240.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0109 805-78925 2.000 EACH | 835.00000 1670.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0110 805-81060 8.000 EACH | 4420.00000 35360.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0111 805-90005 2.000 EACH | 562.00000 1124.00| | SIGNAL PEDESTAL, 3.0 m | | | 0112 805-92504 10.000 EACH | 335.00000 3350.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0113 808-03179 5.000 EACH | 452.00000 2260.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0114 808-06716 486.000 m | 2.35000 1142.10| | LINE, REMOVE | | | 0116 808-75051 374.000 m | 11.00000 4114.00| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 808-75054 611.000 m | 11.00000 6721.00| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0119 808-75059 18.000 m | 11.00000 198.00| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0120 808-75067 65.000 m | 64.00000 4160.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0121 808-75069 303.000 m | 16.00000 4848.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0122 808-75071 15.000 EACH | 335.00000 5025.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0123 808-75998 63.000 EACH | 61.00000 3843.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0125 622-05651 57.000 EACH | 635.00000 36195.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0126 805-78370 16.000 EACH | 145.00000 2320.00| | PEDESTRIAN PUSH BUTTON | | | 0127 805-78900 2.000 EACH | 511.00000 1022.00| | PEDESTAL FOUNDATION, A | | | 0128 808-96575 2.000 EACH | 600.00000 1200.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD BIKE | | | 0129 401-06264 LUMP | 1300.00000 1300.00| | PROFILOGRAPH, HMA | | | 0130 401-07327 779.000 Mg | 61.00000 47519.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0131 401-07397 1298.000 Mg | 60.00000 77880.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0132 401-07423 4154.000 Mg | 52.00000 216008.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0133 406-05520 8.000 Mg | 400.00000 3200.00| | ASPHALT FOR TACK COAT | | | 0134 604-07092 322.000 Mg | 91.00000 29302.00| | BED COURSE MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 240 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,787,660.85 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28213-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 604-07483 325.000 Mg | 100.00000 32500.00| | HMA FOR SIDEWALK | | | 0136 605-06140 1087.000 m | 64.00000 69568.00| | CURB AND GUTTER, CONCRETE | | | 0137 615-06505 6.000 EACH | 775.00000 4650.00| | MONUMENT, B | | | 0138 808-06701 237.000 m | 1.42000 336.54| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0139 808-06703 71.000 m | 1.42000 100.82| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0140 808-06705 103.000 m | 4.62000 475.86| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0141 808-75245 891.000 m | 1.42000 1265.22| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0142 808-75278 19.000 m | 7.00000 133.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0143 808-75297 15.000 m | 15.00000 225.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0144 808-75300 104.000 m | 4.00000 416.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0145 808-75320 4.000 EACH | 98.00000 392.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0146 808-75325 3.000 EACH | 132.00000 396.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0147 808-92027 120.000 m | 5.00000 600.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0148 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | SECTION TOTALS | $ 1,894,830.55| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,894,830.55| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 260 CONTRACT ID : R -28272-A COUNTIES : HENDRICKS MORGAN LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM CONTRACT TIME : 11/03/06 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 $ 873,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,082,765.80 124.0282% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 1,398,459.02 160.1900% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,414.78 ROUTE : I-69 CALL ORDER : 270 CONTRACT ID : R -28327-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/12/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 133,252.11 100.0000% 2 35-1057237 R L MCCOY INC $ 187,074.40 140.3913% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 247,847.40 185.9989% ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 35-1817530 |PRIMCO, INC. |R L MCCOY INC |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06845 LUMP | 4305.20000 4305.20| 5000.00000 5000.00| 2550.00000 2550.00 CONSTRUCTION ENGINEERING | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 6662.60000 6662.60| 9300.00000 9300.00| 12350.00000 12350.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02240 41.000 SYS | 31.00000 1271.00| 28.00000 1148.00| 37.00000 1517.00 PAVEMENT REMOVAL | | | 0006 206-51817 5020.000 SFT | 12.75000 64005.00| 22.50000 112950.00| 30.90000 155118.00 SHEET PILING, STEEL | | | 0007 211-07454 30.000 CYS | 85.00000 2550.00| 42.00000 1260.00| 50.00000 1500.00 STRUCTURE BACKFILL | | | 0008 213-08058 5.000 CYS | 225.00000 1125.00| 250.00000 1250.00| 280.00000 1400.00 FLOWABLE BACKFILL | | | 0009 213-08068 10.000 EACH | 125.00000 1250.00| 50.00000 500.00| 24.00000 240.00 DRILLED HOLE FOR FLOWABLE BACKFILL | | | 0010 301-07448 72.000 TON | 40.00000 2880.00| 34.00000 2448.00| 23.00000 1656.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 302-06464 11.000 CYS | 140.00000 1540.00| 65.00000 715.00| 50.00000 550.00 SUBBASE FOR PCCP | | | 0012 502-06331 41.000 SYS | 80.00000 3280.00| 75.00000 3075.00| 100.00000 4100.00 PCCP, 14 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,414.78 ROUTE : I-69 CALL ORDER : 270 CONTRACT ID : R -28327-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 35-1817530 |PRIMCO, INC. |R L MCCOY INC |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 503-03489 48.000 EACH | 13.00000 624.00| 28.00000 1344.00| 15.00000 720.00 RETROFITTED TIE BARS | | | 0014 503-05240 13.000 LFT | 35.00000 455.00| 25.00000 325.00| 35.00000 455.00 D-1 CONTRACTION JOINT | | | 0015 601-06035 435.000 LFT | 15.00000 6525.00| 10.00000 4350.00| 15.00000 6525.00 GUARDRAIL, RESET | | | 0016 605-06105 435.000 LFT | 8.00000 3480.00| 15.00000 6525.00| 35.00000 15225.00 CURB, INTEGRAL, CONCRETE, MODIFIED , 4 | | | IN. | | | 0017 616-02320 19.000 SYS | 6.00000 114.00| 3.00000 57.00| 10.00000 190.00 GEOTEXTILES | | | 0018 616-05689 14.000 TON | 42.00000 588.00| 75.00000 1050.00| 60.00000 840.00 RIPRAP, CLASS 2 | | | 0019 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06560 2340.000 SYS | 0.76000 1778.40| 0.76000 1778.40| 0.76000 1778.40 MULCHED SEEDING, U | | | 0022 702-51863 173.000 EACH | 10.00000 1730.00| 18.00000 3114.00| 20.00000 3460.00 FIELD DRILLED HOLE IN CONCRETE | | | 0023 715-05048 6.000 LFT | 22.00000 132.00| 20.00000 120.00| 28.00000 168.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0024 715-05151 22.000 LFT | 30.00000 660.00| 40.00000 880.00| 40.00000 880.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0025 715-05218 189.000 LFT | 40.00000 7560.00| 35.00000 6615.00| 47.00000 8883.00 PIPE, TYPE 5, CIRCULAR, 15 IN. | | | 0026 715-46005 2.000 EACH | 215.00000 430.00| 250.00000 500.00| 350.00000 700.00 PIPE END SECTION, 15 IN. | | | 0027 718-52610 1.000 CYS | 75.00000 75.00| 200.00000 200.00| 75.00000 75.00 AGGREGATE FOR UNDERDRAINS | | | 0028 718-99153 6.000 SYS | 10.00000 60.00| 3.00000 18.00| 10.00000 60.00 GEOTEXTILES FOR UNDERDRAIN | | | 0029 720-99350 4.000 EACH | 2500.00000 10000.00| 2500.00000 10000.00| 2500.00000 10000.00 INLET, C16 , MODIFIED | | | 0030 801-06640 10.000 EACH | 120.00000 1200.00| 150.00000 1500.00| 85.00000 850.00 CONSTRUCTION SIGN, A | | | 0031 801-06645 1.000 EACH | 125.00000 125.00| 50.00000 50.00| 55.00000 55.00 CONSTRUCTION SIGN, B | | | 0032 801-06775 LUMP | 7844.91000 7844.91| 10000.00000 10000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 133,252.11| $ 187,074.40| $ 247,847.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 133,252.11| $ 187,074.40| $ 247,847.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,646.61 ROUTE : SR 39 CALL ORDER : 280 CONTRACT ID : R -28357-A COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/03/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 644,679.45 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 656,311.75 101.8044% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 663,448.76 102.9114% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 725,000.00 112.4590% 5 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 736,186.17 114.1941% 6 90-0177865 HIS CONSTRUCTORS LLC $ 753,800.00 116.9263% 7 35-1212938 ATLAS EXCAVATING, INC. $ 895,526.85 138.9104% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 939,669.80 145.7577% ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-2070195 |( 3 ) 35-1381845 |HENDERSON, H.E., INC. |ALPHA EXCAVATING & LANDSCAPI |HARVEY, GEORGE R. & SON, 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 | 18248.00000 18248.00| 11000.00000 11000.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| 1500.00000 18000.00| 1500.00000 18000.00 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 26435.00000 26435.00| 27500.00000 27500.00| 33000.00000 33000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 7755.60000 7755.60| 18000.00000 18000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 1016.000 LFT | 2.14000 2174.24| 3.90000 3962.40| 3.50000 3556.00 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 9745.50000 9745.50| 11250.00000 11250.00| 11000.00000 11000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0009 202-51330 LUMP | 9640.50000 9640.50| 11250.00000 11250.00| 11000.00000 11000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,646.61 ROUTE : SR 39 CALL ORDER : 280 CONTRACT ID : R -28357-A COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-2070195 |( 3 ) 35-1381845 |HENDERSON, H.E., INC. |ALPHA EXCAVATING & LANDSCAPI |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0010 202-74035 3.000 EACH | 46.88000 140.64| 50.00000 150.00| 30.00000 90.00 SIGN, REMOVE | | | 0011 203-02000 1792.000 CYS | 12.32000 22077.44| 12.50000 22400.00| 11.50000 20608.00 EXCAVATION, COMMON | | | 0012 205-06932 520.000 LFT | 8.09000 4206.80| 8.25000 4290.00| 8.75000 4550.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 800.000 LFT | 1.26000 1008.00| 1.90000 1520.00| 1.90000 1520.00 TEMPORARY SILT FENCE | | | 0014 207-08263 3556.000 SYS | 8.56000 30439.36| 7.75000 27559.00| 13.85000 49250.60 SUBGRADE TREATMENT, TYPE IA | | | 0015 211-07454 657.000 CYS | 28.85000 18954.45| 21.00000 13797.00| 22.00000 14454.00 STRUCTURE BACKFILL | | | 0016 213-08058 116.000 CYS | 88.71000 10290.36| 75.00000 8700.00| 85.00000 9860.00 FLOWABLE BACKFILL | | | 0017 301-07448 2427.000 TON | 17.67000 42885.09| 15.00000 36405.00| 15.75000 38225.25 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08034 5268.000 SYS | 2.32000 12221.76| 1.75000 9219.00| 3.50000 18438.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0019 402-07432 217.000 TON | 59.79000 12974.43| 80.00000 17360.00| 60.50000 13128.50 HMA SURFACE, TYPE A | | | 0020 402-07433 464.000 TON | 52.34000 24285.76| 62.00000 28768.00| 60.50000 28072.00 HMA SURFACE, TYPE B | | | 0021 402-07438 832.000 TON | 48.33000 40210.56| 50.00000 41600.00| 44.50000 37024.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07440 631.000 TON | 48.68000 30717.08| 51.00000 32181.00| 50.50000 31865.50 HMA BASE, TYPE A | | | 0023 402-07441 155.000 TON | 65.91000 10216.05| 65.00000 10075.00| 82.50000 12787.50 HMA BASE, TYPE B | | | 0024 406-05520 2.000 TON | 525.00000 1050.00| 275.00000 550.00| 500.00000 1000.00 ASPHALT FOR TACK COAT | | | 0025 601-01846 3.000 EACH | 1648.50000 4945.50| 1750.00000 5250.00| 1727.00000 5181.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-06854 4.000 EACH | 2572.50000 10290.00| 2740.00000 10960.00| 2695.00000 10780.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 5.000 EACH | 2126.25000 10631.25| 2250.00000 11250.00| 2227.00000 11135.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 781.000 LFT | 13.91000 10863.71| 13.75000 10738.75| 14.60000 11402.60 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,646.61 ROUTE : SR 39 CALL ORDER : 280 CONTRACT ID : R -28357-A COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-2070195 |( 3 ) 35-1381845 |HENDERSON, H.E., INC. |ALPHA EXCAVATING & LANDSCAPI |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 610-07486 151.000 TON | 95.66000 14444.66| 125.00000 18875.00| 71.50000 10796.50 HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 8.000 EACH | 173.25000 1386.00| 180.00000 1440.00| 181.50000 1452.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 611-06498 2.000 EACH | 210.00000 420.00| 325.00000 650.00| 220.00000 440.00 MAILBOX ASSEMBLY, DOUBLE | | | 0032 615-06505 2.000 EACH | 540.75000 1081.50| 540.00000 1080.00| 567.00000 1134.00 MONUMENT, B | | | 0033 616-02320 442.000 SYS | 2.42000 1069.64| 2.75000 1215.50| 3.50000 1547.00 GEOTEXTILES | | | 0034 616-06405 12.000 TON | 89.73000 1076.76| 19.00000 228.00| 50.00000 600.00 RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH | 472.50000 945.00| 800.00000 1600.00| 635.00000 1270.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01597 2029.000 SYS | 1.42000 2881.18| 1.75000 3550.75| 1.80000 3652.20 EROSION CONTROL, MAT | | | 0037 621-01660 2795.000 SYS | 0.53000 1481.35| 0.42000 1173.90| 0.42000 1173.90 MULCHED SEEDING, LEGUME, 2 | | | 0038 621-04258 9.000 LBS | 27.30000 245.70| 27.50000 247.50| 27.50000 247.50 SEED MIXTURE | | | 0039 621-06559 2819.000 SYS | 0.42000 1183.98| 0.50000 1409.50| 0.44000 1240.36 MULCHED SEEDING, R | | | 0040 621-06567 18.000 kGAL | 1.05000 18.90| 5.00000 90.00| 5.50000 99.00 WATER | | | 0041 621-06574 2717.000 SYS | 3.28000 8911.76| 2.95000 8015.15| 2.50000 6792.50 SODDING | | | 0042 621-06575 1776.000 SYS | 3.33000 5914.08| 2.95000 5239.20| 2.50000 4440.00 SODDING, NURSERY | | | 0043 621-52448 8.000 EACH | 42.00000 336.00| 28.00000 224.00| 27.50000 220.00 SIGN, DO NOT SPRAY | | | 0044 622-98200 8.000 EACH | 42.00000 336.00| 28.00000 224.00| 27.50000 220.00 SIGN, DO NOT DISTURB | | | 0045 714-06572 53.000 LFT | 1157.55000 61350.15| 1170.00000 62010.00| 1150.00000 60950.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 16 FT. X 8 FT. | | | 0046 714-07544 61.000 LFT | 1009.13000 61556.93| 1064.00000 64904.00| 1035.00000 63135.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 7 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,646.61 ROUTE : SR 39 CALL ORDER : 280 CONTRACT ID : R -28357-A COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-2070195 |( 3 ) 35-1381845 |HENDERSON, H.E., INC. |ALPHA EXCAVATING & LANDSCAPI |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0047 715-05048 200.000 LFT | 8.47000 1694.00| 4.00000 800.00| 10.00000 2000.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0048 715-05049 200.000 LFT | 9.87000 1974.00| 8.00000 1600.00| 5.00000 1000.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0049 715-05051 100.000 LFT | 8.72000 872.00| 12.00000 1200.00| 5.00000 500.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0050 715-05169 332.000 LFT | 22.02000 7310.64| 30.00000 9960.00| 18.00000 5976.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0051 715-46005 26.000 EACH | 176.68000 4593.68| 210.00000 5460.00| 225.00000 5850.00 PIPE END SECTION, 15 IN. | | | 0052 723-06660 92.000 SYS | 499.44000 45948.48| 444.00000 40848.00| 600.00000 55200.00 WINGWALL | | | 0053 801-04308 2.000 EACH | 782.25000 1564.50| 805.00000 1610.00| 820.00000 1640.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06625 28.000 EACH | 52.50000 1470.00| 54.00000 1512.00| 55.00000 1540.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 16.000 EACH | 133.35000 2133.60| 137.00000 2192.00| 140.00000 2240.00 CONSTRUCTION SIGN, A | | | 0056 801-06645 6.000 EACH | 57.75000 346.50| 60.00000 360.00| 60.00000 360.00 CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP | 8298.40000 8298.40| 14000.00000 14000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0058 801-07118 96.000 LFT | 10.50000 1008.00| 11.00000 1056.00| 11.00000 1056.00 BARRICADE, III-A | | | 0059 801-07119 96.000 LFT | 12.60000 1209.60| 13.00000 1248.00| 13.20000 1267.20 BARRICADE, III-B | | | 0060 802-05701 34.000 LFT | 12.34000 419.56| 14.00000 476.00| 12.95000 440.30 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0061 802-05702 45.000 LFT | 7.88000 354.60| 9.00000 405.00| 8.25000 371.25 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0062 802-76025 21.000 SFT | 15.72000 330.12| 16.35000 343.35| 16.50000 346.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0063 802-76035 22.000 SFT | 15.75000 346.50| 16.50000 363.00| 16.50000 363.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0064 804-06725 28.000 EACH | 23.10000 646.80| 20.00000 560.00| 24.20000 677.60 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 280 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,646.61 ROUTE : SR 39 CALL ORDER : 280 CONTRACT ID : R -28357-A COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-2070195 |( 3 ) 35-1381845 |HENDERSON, H.E., INC. |ALPHA EXCAVATING & LANDSCAPI |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0065 808-06703 4600.000 LFT | 0.35000 1610.00| 0.37000 1702.00| 0.36000 1656.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0066 808-75240 575.000 LFT | 0.35000 201.25| 0.37000 212.75| 0.36000 207.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0067 808-75245 1100.000 LFT | 0.35000 385.00| 0.37000 407.00| 0.36000 396.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0068 808-75998 29.000 EACH | 40.95000 1187.55| 42.00000 1218.00| 43.00000 1247.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0069 306-08432 300.000 SYS | 8.05000 2415.00| 3.25000 975.00| 5.50000 1650.00 MILLING, APPROACH | | | 0070 306-08043 350.000 SYS | 9.46000 3311.00| 5.40000 1890.00| 7.50000 2625.00 MILLING, TRANSITION | | | SECTION TOTALS | $ 644,679.45| $ 656,311.75| $ 663,448.76 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 644,679.45| $ 656,311.75| $ 663,448.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 280 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,646.61 ROUTE : SR 39 CALL ORDER : 280 CONTRACT ID : R -28357-A COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1151771 |( 6 ) 90-0177865 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |HIS CONSTRUCTORS LLC 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 | 8540.00000 8540.00| 9000.00000 9000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2300.00000 27600.00| 1700.00000 20400.00| 1100.00000 13200.00 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 36250.00000 36250.00| 37000.00000 37000.00| 37500.00000 37500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 14500.00000 14500.00| 14000.00000 14000.00| 22500.00000 22500.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 1016.000 LFT | 3.62000 3677.92| 3.50000 3556.00| 2.90000 2946.40 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 14000.00000 14000.00| 9000.00000 9000.00| 12290.82000 12290.82 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0009 202-51330 LUMP | 14000.00000 14000.00| 9000.00000 9000.00| 12500.00000 12500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0010 202-74035 3.000 EACH | 50.00000 150.00| 80.00000 240.00| 28.00000 84.00 SIGN, REMOVE | | | 0011 203-02000 1792.000 CYS | 26.00000 46592.00| 20.00000 35840.00| 30.00000 53760.00 EXCAVATION, COMMON | | | 0012 205-06932 520.000 LFT | 7.70000 4004.00| 7.70000 4004.00| 8.00000 4160.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 800.000 LFT | 1.20000 960.00| 1.20000 960.00| 1.25000 1000.00 TEMPORARY SILT FENCE | | | 0014 207-08263 3556.000 SYS | 13.00000 46228.00| 15.00000 53340.00| 14.25000 50673.00 SUBGRADE TREATMENT, TYPE IA | | | 0015 211-07454 657.000 CYS | 25.00000 16425.00| 20.00000 13140.00| 41.00000 26937.00 STRUCTURE BACKFILL | | | 0016 213-08058 116.000 CYS | 95.00000 11020.00| 60.00000 6960.00| 100.00000 11600.00 FLOWABLE BACKFILL | | | 0017 301-07448 2427.000 TON | 21.00000 50967.00| 14.00000 33978.00| 24.00000 58248.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08034 5268.000 SYS | 3.00000 15804.00| 1.70000 8955.60| 1.50000 7902.00 MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 280 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,646.61 ROUTE : SR 39 CALL ORDER : 280 CONTRACT ID : R -28357-A COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1151771 |( 6 ) 90-0177865 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07432 217.000 TON | 46.00000 9982.00| 53.00000 11501.00| 55.00000 11935.00 HMA SURFACE, TYPE A | | | 0020 402-07433 464.000 TON | 46.00000 21344.00| 48.00000 22272.00| 50.00000 23200.00 HMA SURFACE, TYPE B | | | 0021 402-07438 832.000 TON | 50.00000 41600.00| 45.00000 37440.00| 47.00000 39104.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07440 631.000 TON | 50.00000 31550.00| 45.00000 28395.00| 47.00000 29657.00 HMA BASE, TYPE A | | | 0023 402-07441 155.000 TON | 50.00000 7750.00| 60.00000 9300.00| 62.00000 9610.00 HMA BASE, TYPE B | | | 0024 406-05520 2.000 TON | 200.00000 400.00| 500.00000 1000.00| 500.00000 1000.00 ASPHALT FOR TACK COAT | | | 0025 601-01846 3.000 EACH | 1620.00000 4860.00| 1570.00000 4710.00| 1650.00000 4950.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-06854 4.000 EACH | 2536.00000 10144.00| 2450.00000 9800.00| 2600.00000 10400.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 5.000 EACH | 2085.00000 10425.00| 2025.00000 10125.00| 2100.00000 10500.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 781.000 LFT | 12.65000 9879.65| 13.25000 10348.25| 13.00000 10153.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 610-07486 151.000 TON | 115.00000 17365.00| 75.00000 11325.00| 77.00000 11627.00 HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 8.000 EACH | 167.00000 1336.00| 165.00000 1320.00| 175.00000 1400.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 611-06498 2.000 EACH | 300.00000 600.00| 200.00000 400.00| 300.00000 600.00 MAILBOX ASSEMBLY, DOUBLE | | | 0032 615-06505 2.000 EACH | 500.00000 1000.00| 515.00000 1030.00| 550.00000 1100.00 MONUMENT, B | | | 0033 616-02320 442.000 SYS | 3.00000 1326.00| 2.00000 884.00| 2.00000 884.00 GEOTEXTILES | | | 0034 616-06405 12.000 TON | 55.00000 660.00| 65.00000 780.00| 46.00000 552.00 RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 460.00000 920.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01597 2029.000 SYS | 1.35000 2739.15| 1.35000 2739.15| 1.40000 2840.60 EROSION CONTROL, MAT | | | 0037 621-01660 2795.000 SYS | 0.50000 1397.50| 0.50000 1397.50| 0.52000 1453.40 MULCHED SEEDING, LEGUME, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 280 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,646.61 ROUTE : SR 39 CALL ORDER : 280 CONTRACT ID : R -28357-A COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1151771 |( 6 ) 90-0177865 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-04258 9.000 LBS | 26.00000 234.00| 26.00000 234.00| 27.00000 243.00 SEED MIXTURE | | | 0039 621-06559 2819.000 SYS | 0.40000 1127.60| 0.40000 1127.60| 0.42000 1183.98 MULCHED SEEDING, R | | | 0040 621-06567 18.000 kGAL | 1.00000 18.00| 1.00000 18.00| 1.00000 18.00 WATER | | | 0041 621-06574 2717.000 SYS | 2.50000 6792.50| 3.22000 8748.74| 2.60000 7064.20 SODDING | | | 0042 621-06575 1776.000 SYS | 2.50000 4440.00| 3.19000 5665.44| 2.60000 4617.60 SODDING, NURSERY | | | 0043 621-52448 8.000 EACH | 40.00000 320.00| 100.00000 800.00| 41.00000 328.00 SIGN, DO NOT SPRAY | | | 0044 622-98200 8.000 EACH | 40.00000 320.00| 100.00000 800.00| 41.00000 328.00 SIGN, DO NOT DISTURB | | | 0045 714-06572 53.000 LFT | 1250.00000 66250.00| 1400.00000 74200.00| 1250.00000 66250.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 16 FT. X 8 FT. | | | 0046 714-07544 61.000 LFT | 1150.00000 70150.00| 1200.00000 73200.00| 1050.00000 64050.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 7 FT. | | | 0047 715-05048 200.000 LFT | 12.50000 2500.00| 13.00000 2600.00| 8.00000 1600.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0048 715-05049 200.000 LFT | 13.75000 2750.00| 14.00000 2800.00| 9.00000 1800.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0049 715-05051 100.000 LFT | 24.00000 2400.00| 25.00000 2500.00| 11.00000 1100.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0050 715-05169 332.000 LFT | 30.00000 9960.00| 34.00000 11288.00| 35.00000 11620.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0051 715-46005 26.000 EACH | 300.00000 7800.00| 300.00000 7800.00| 360.00000 9360.00 PIPE END SECTION, 15 IN. | | | 0052 723-06660 92.000 SYS | 330.00000 30360.00| 1100.00000 101200.00| 700.00000 64400.00 WINGWALL | | | 0053 801-04308 2.000 EACH | 550.00000 1100.00| 600.00000 1200.00| 750.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06625 28.000 EACH | 150.00000 4200.00| 70.00000 1960.00| 51.00000 1428.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 16.000 EACH | 195.00000 3120.00| 80.00000 1280.00| 128.00000 2048.00 CONSTRUCTION SIGN, A | | | 0056 801-06645 6.000 EACH | 65.00000 390.00| 30.00000 180.00| 57.00000 342.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 280 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,646.61 ROUTE : SR 39 CALL ORDER : 280 CONTRACT ID : R -28357-A COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1151771 |( 6 ) 90-0177865 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-06775 LUMP | 5617.18000 5617.18| 1700.00000 1700.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0058 801-07118 96.000 LFT | 23.00000 2208.00| 6.67000 640.32| 10.25000 984.00 BARRICADE, III-A | | | 0059 801-07119 96.000 LFT | 25.00000 2400.00| 6.67000 640.32| 12.25000 1176.00 BARRICADE, III-B | | | 0060 802-05701 34.000 LFT | 12.00000 408.00| 11.75000 399.50| 12.50000 425.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0061 802-05702 45.000 LFT | 7.50000 337.50| 7.50000 337.50| 8.00000 360.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0062 802-76025 21.000 SFT | 15.00000 315.00| 15.00000 315.00| 15.50000 325.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0063 802-76035 22.000 SFT | 15.00000 330.00| 15.00000 330.00| 15.75000 346.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0064 804-06725 28.000 EACH | 18.00000 504.00| 22.00000 616.00| 19.00000 532.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0065 808-06703 4600.000 LFT | 0.60000 2760.00| 0.43000 1978.00| 0.34000 1564.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0066 808-75240 575.000 LFT | 1.00000 575.00| 0.43000 247.25| 0.34000 195.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0067 808-75245 1100.000 LFT | 0.60000 660.00| 0.43000 473.00| 0.34000 374.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0068 808-75998 29.000 EACH | 75.00000 2175.00| 60.00000 1740.00| 40.00000 1160.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0069 306-08432 300.000 SYS | 10.00000 3000.00| 5.00000 1500.00| 4.00000 1200.00 MILLING, APPROACH | | | 0070 306-08043 350.000 SYS | 10.00000 3500.00| 7.50000 2625.00| 6.25000 2187.50 MILLING, TRANSITION | | | SECTION TOTALS | $ 725,000.00| $ 736,186.17| $ 753,800.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 725,000.00| $ 736,186.17| $ 753,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 280 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,646.61 ROUTE : SR 39 CALL ORDER : 280 CONTRACT ID : R -28357-A COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1212938 |( 8 ) 35-1618530 |( ) |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI | 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 | 10000.00000 10000.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2400.00000 28800.00| 1500.00000 18000.00| 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 | 45000.00000 45000.00| 46000.00000 46000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 26000.00000 26000.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0007 202-02241 1016.000 LFT | 2.50000 2540.00| 4.00000 4064.00| GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 10000.00000 10000.00| 35000.00000 35000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0009 202-51330 LUMP | 10000.00000 10000.00| 35000.00000 35000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0010 202-74035 3.000 EACH | 100.00000 300.00| 27.00000 81.00| SIGN, REMOVE | | | 0011 203-02000 1792.000 CYS | 22.00000 39424.00| 22.00000 39424.00| EXCAVATION, COMMON | | | 0012 205-06932 520.000 LFT | 9.00000 4680.00| 8.00000 4160.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 800.000 LFT | 1.30000 1040.00| 1.25000 1000.00| TEMPORARY SILT FENCE | | | 0014 207-08263 3556.000 SYS | 18.00000 64008.00| 18.00000 64008.00| SUBGRADE TREATMENT, TYPE IA | | | 0015 211-07454 657.000 CYS | 34.00000 22338.00| 30.00000 19710.00| STRUCTURE BACKFILL | | | 0016 213-08058 116.000 CYS | 115.00000 13340.00| 110.00000 12760.00| FLOWABLE BACKFILL | | | 0017 301-07448 2427.000 TON | 18.00000 43686.00| 25.00000 60675.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08034 5268.000 SYS | 1.50000 7902.00| 3.00000 15804.00| MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 280 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,646.61 ROUTE : SR 39 CALL ORDER : 280 CONTRACT ID : R -28357-A COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1212938 |( 8 ) 35-1618530 |( ) |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07432 217.000 TON | 80.00000 17360.00| 60.00000 13020.00| HMA SURFACE, TYPE A | | | 0020 402-07433 464.000 TON | 58.00000 26912.00| 60.00000 27840.00| HMA SURFACE, TYPE B | | | 0021 402-07438 832.000 TON | 46.00000 38272.00| 55.00000 45760.00| HMA INTERMEDIATE, TYPE B | | | 0022 402-07440 631.000 TON | 47.00000 29657.00| 60.00000 37860.00| HMA BASE, TYPE A | | | 0023 402-07441 155.000 TON | 62.00000 9610.00| 63.00000 9765.00| HMA BASE, TYPE B | | | 0024 406-05520 2.000 TON | 250.00000 500.00| 175.00000 350.00| ASPHALT FOR TACK COAT | | | 0025 601-01846 3.000 EACH | 1600.00000 4800.00| 1650.00000 4950.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-06854 4.000 EACH | 2100.00000 8400.00| 2600.00000 10400.00| GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 5.000 EACH | 2300.00000 11500.00| 2100.00000 10500.00| GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 781.000 LFT | 14.00000 10934.00| 13.00000 10153.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 610-07486 151.000 TON | 120.00000 18120.00| 125.00000 18875.00| HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 8.000 EACH | 170.00000 1360.00| 170.00000 1360.00| MAILBOX ASSEMBLY, SINGLE | | | 0031 611-06498 2.000 EACH | 200.00000 400.00| 300.00000 600.00| MAILBOX ASSEMBLY, DOUBLE | | | 0032 615-06505 2.000 EACH | 500.00000 1000.00| 525.00000 1050.00| MONUMENT, B | | | 0033 616-02320 442.000 SYS | 2.50000 1105.00| 4.00000 1768.00| GEOTEXTILES | | | 0034 616-06405 12.000 TON | 90.00000 1080.00| 40.00000 480.00| RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH | 450.00000 900.00| 500.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01597 2029.000 SYS | 1.40000 2840.60| 1.40000 2840.60| EROSION CONTROL, MAT | | | 0037 621-01660 2795.000 SYS | 0.50000 1397.50| 0.55000 1537.25| MULCHED SEEDING, LEGUME, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 280 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,646.61 ROUTE : SR 39 CALL ORDER : 280 CONTRACT ID : R -28357-A COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1212938 |( 8 ) 35-1618530 |( ) |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-04258 9.000 LBS | 28.00000 252.00| 30.00000 270.00| SEED MIXTURE | | | 0039 621-06559 2819.000 SYS | 0.50000 1409.50| 0.45000 1268.55| MULCHED SEEDING, R | | | 0040 621-06567 18.000 kGAL | 1.00000 18.00| 1.00000 18.00| WATER | | | 0041 621-06574 2717.000 SYS | 3.00000 8151.00| 2.55000 6928.35| SODDING | | | 0042 621-06575 1776.000 SYS | 3.00000 5328.00| 2.55000 4528.80| SODDING, NURSERY | | | 0043 621-52448 8.000 EACH | 50.00000 400.00| 42.00000 336.00| SIGN, DO NOT SPRAY | | | 0044 622-98200 8.000 EACH | 50.00000 400.00| 42.00000 336.00| SIGN, DO NOT DISTURB | | | 0045 714-06572 53.000 LFT | 1800.00000 95400.00| 1700.00000 90100.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 16 FT. X 8 FT. | | | 0046 714-07544 61.000 LFT | 1550.00000 94550.00| 1600.00000 97600.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 7 FT. | | | 0047 715-05048 200.000 LFT | 120.00000 24000.00| 22.00000 4400.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0048 715-05049 200.000 LFT | 120.00000 24000.00| 23.00000 4600.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0049 715-05051 100.000 LFT | 120.00000 12000.00| 24.00000 2400.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0050 715-05169 332.000 LFT | 120.00000 39840.00| 45.00000 14940.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0051 715-46005 26.000 EACH | 700.00000 18200.00| 515.00000 13390.00| PIPE END SECTION, 15 IN. | | | 0052 723-06660 92.000 SYS | 330.00000 30360.00| 825.00000 75900.00| WINGWALL | | | 0053 801-04308 2.000 EACH | 900.00000 1800.00| 750.00000 1500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06625 28.000 EACH | 60.00000 1680.00| 55.00000 1540.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 16.000 EACH | 150.00000 2400.00| 130.00000 2080.00| CONSTRUCTION SIGN, A | | | 0056 801-06645 6.000 EACH | 60.00000 360.00| 55.00000 330.00| CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 280 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,646.61 ROUTE : SR 39 CALL ORDER : 280 CONTRACT ID : R -28357-A COUNTIES : HENDRICKS LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1212938 |( 8 ) 35-1618530 |( ) |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-06775 LUMP | 5000.00000 5000.00| 9500.00000 9500.00| MAINTAINING TRAFFIC | | | 0058 801-07118 96.000 LFT | 12.00000 1152.00| 11.00000 1056.00| BARRICADE, III-A | | | 0059 801-07119 96.000 LFT | 14.00000 1344.00| 13.00000 1248.00| BARRICADE, III-B | | | 0060 802-05701 34.000 LFT | 20.00000 680.00| 13.00000 442.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0061 802-05702 45.000 LFT | 1.10000 49.50| 8.00000 360.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0062 802-76025 21.000 SFT | 20.00000 420.00| 16.00000 336.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0063 802-76035 22.000 SFT | 22.00000 484.00| 16.00000 352.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0064 804-06725 28.000 EACH | 20.00000 560.00| 19.00000 532.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0065 808-06703 4600.000 LFT | 0.33000 1518.00| 0.35000 1610.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0066 808-75240 575.000 LFT | 0.33000 189.75| 0.35000 201.25| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0067 808-75245 1100.000 LFT | 0.33000 363.00| 0.35000 385.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0068 808-75998 29.000 EACH | 40.00000 1160.00| 40.00000 1160.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0069 306-08432 300.000 SYS | 10.00000 3000.00| 6.50000 1950.00| MILLING, APPROACH | | | 0070 306-08043 350.000 SYS | 11.00000 3850.00| 6.50000 2275.00| MILLING, TRANSITION | | | SECTION TOTALS | $ 895,526.85| $ 939,669.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 895,526.85| $ 939,669.80| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 290 CONTRACT ID : R -28387-A COUNTIES : VARIOUS LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 32-0023574 PAVEMENT MARKING SYSTEM LLC $ 29,346.50 100.0000% 2 74-2985312 NES TRAFFIC SAFETY L.P. $ 31,747.00 108.1799% 3 35-2040834 GRIDLOCK TRAFFIC SYSTEMS, INC. $ 66,666.60 227.1705% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,780,800.47 ROUTE : US 40 CALL ORDER : 340 CONTRACT ID : RS-27999-A COUNTIES : WAYNE LETTING DATE : 10/19/05 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. $ 2,581,941.75 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,161,857.68 122.4605% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |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 | 4000.00000 4000.00| 10500.00000 10500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1450.00000 15950.00| 2300.00000 25300.00| 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 | 129000.00000 129000.00| 115900.00000 115900.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 2612.500 TON | 19.90000 51988.75| 23.50000 61393.75| COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07491 100.000 TON | 165.00000 16500.00| 120.00000 12000.00| HMA PATCHING, TYPE C | | | 0009 306-08033 222755.500 SYS | 0.82000 182659.51| 0.67000 149246.19| MILLING, ASPHALT, 1 IN. | | | 0010 306-08043 867.000 SYS | 2.60000 2254.20| 5.00000 4335.00| MILLING, TRANSITION | | | 0011 401-06264 LUMP | 3700.00000 3700.00| 7500.00000 7500.00| PROFILOGRAPH, HMA | | | 0012 401-07322 18377.500 TON | 44.75000 822393.13| 58.00000 1065895.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0013 401-07372 24084.000 TON | 36.50000 879066.00| 50.25000 1210221.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,780,800.47 ROUTE : US 40 CALL ORDER : 340 CONTRACT ID : RS-27999-A COUNTIES : WAYNE LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 406-05520 105.500 TON | 205.00000 21627.50| 215.00000 22682.50| ASPHALT FOR TACK COAT | | | 0015 601-92948 5898.000 LFT | 3.30000 19463.40| 8.25000 48658.50| GUARDRAIL, ADJUST HEIGHT | | | 0016 604-07897 21.500 SYS | 375.00000 8062.50| 200.00000 4300.00| CURB RAMP, CONCRETE, C | | | 0017 606-07484 787.000 LFT | 5.00000 3935.00| 6.00000 4722.00| MILLED HMA SHOULDER CORRUGATIONS , | | | INTERMITTENT | | | 0018 610-07488 1243.000 TON | 82.00000 101926.00| 95.00000 118085.00| HMA FOR APPROACHES, TYPE C | | | 0019 612-04315 73.700 TON | 795.00000 58591.50| 870.00000 64119.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0020 612-05081 2.000 EACH | 3000.00000 6000.00| 3500.00000 7000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0021 612-60410 1232.000 EACH | 8.75000 10780.00| 9.30000 11457.60| DRILLED HOLE FOR UNDERSEAL | | | 0022 615-06525 8.000 EACH | 490.00000 3920.00| 200.00000 1600.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0023 720-44000 14.000 EACH | 475.00000 6650.00| 325.00000 4550.00| CASTING, ADJUST TO GRADE | | | 0024 801-06203 14553.000 LFT | 1.25000 18191.25| 0.90000 13097.70| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 14553.000 LFT | 1.25000 18191.25| 0.90000 13097.70| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 30.000 EACH | 97.00000 2910.00| 90.00000 2700.00| CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP | 97940.00000 97940.00| 47320.00000 47320.00| MAINTAINING TRAFFIC | | | 0028 805-02328 3000.000 LFT | 0.63000 1890.00| 1.20000 3600.00| SIGNAL CABLE, 1C 14GA. | | | 0029 805-78795 750.000 LFT | 7.25000 5437.50| 25.50000 19125.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0030 808-06694 568.000 LFT | 0.58000 329.44| 0.20000 113.60| LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0031 808-06711 18408.000 LFT | 0.12000 2208.96| 0.07000 1288.56| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,780,800.47 ROUTE : US 40 CALL ORDER : 340 CONTRACT ID : RS-27999-A COUNTIES : WAYNE LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 808-06713 72694.000 LFT | 0.12000 8723.28| 0.07000 5088.58| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0033 808-06714 71900.000 LFT | 0.12000 8628.00| 0.07000 5033.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0034 808-08258 110.000 LFT | 1.25000 137.50| 5.25000 577.50| TRANSVERSE MARKINGS , PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, | | | 0035 808-75297 146.500 LFT | 3.15000 461.48| 26.00000 3809.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0036 808-75320 2.000 EACH | 58.00000 116.00| 75.00000 150.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0037 808-75325 2.000 EACH | 60.00000 120.00| 75.00000 150.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0038 808-75996 2718.000 EACH | 1.20000 3261.60| 5.25000 14269.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 2718.000 EACH | 17.50000 47565.00| 23.50000 63873.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0040 306-08432 6944.000 SYS | 2.50000 17360.00| 2.75000 19096.00| MILLING, APPROACH | | | SECTION TOTALS | $ 2,581,941.75| $ 3,161,857.68| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,581,941.75| $ 3,161,857.68| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 344 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 63 CALL ORDER : 344 CONTRACT ID : RS-28059-B COUNTIES : VERMILLION LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 MILESTONE CONTRACTORS, L.P. $3,272,841.10 100.0000% --------------------------------------------------------------------------------------------------------------------------------- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,393,267.81 ROUTE : US 231 CALL ORDER : 350 CONTRACT ID : RS-28312-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE 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 35-0918397 RIETH RILEY CONSTRUCTION $ 1,144,605.16 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,284,918.66 112.2587% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | 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 | 1881.00000 1881.00| 5500.00000 5500.00| CONSTRUCTION ENGINEERING | | | 0002 105-06906 10.000 MOS | 100.00000 1000.00| 140.00000 1400.00| CELLULAR SERVICE(SUPERVISOR) PE/PS | | | 0003 105-06907 10.000 MOS | 100.00000 1000.00| 140.00000 1400.00| CELLULAR SERVICE(INSPECTOR) | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 58188.40000 58188.40| 64200.00000 64200.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 301-07448 200.000 TON | 13.53000 2706.00| 33.20000 6640.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-07449 2100.000 TON | 14.53000 30513.00| 12.90000 27090.00| COMPACTED AGGREGATE, NO. 73 , FOR | | | SHOULDER WEDGES | | | 0010 304-07491 760.000 TON | 110.68000 84116.80| 129.70000 98572.00| HMA PATCHING, TYPE C | | | 0011 306-08033 93192.000 SYS | 0.24000 22366.08| 0.38000 35412.96| MILLING, ASPHALT, 1 IN. | | | 0012 306-08042 29348.000 SYS | 0.61000 17902.28| 1.20000 35217.60| MILLING, SCARIFICATION/PROFILE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,393,267.81 ROUTE : US 231 CALL ORDER : 350 CONTRACT ID : RS-28312-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08043 2293.000 SYS | 4.38000 10043.34| 7.35000 16853.55| MILLING, TRANSITION | | | 0014 401-06264 LUMP | 1182.48000 1182.48| 4381.32000 4381.32| PROFILOGRAPH, HMA | | | 0015 401-07328 8170.000 TON | 44.74000 365525.80| 48.05000 392568.50| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0016 401-07379 8035.000 TON | 38.62000 310311.70| 44.75000 359566.25| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0017 406-05520 41.000 TON | 267.13000 10952.33| 291.15000 11937.15| ASPHALT FOR TACK COAT | | | 0018 610-07488 688.000 TON | 87.17000 59972.96| 91.30000 62814.40| HMA FOR APPROACHES, TYPE C | | | 0019 612-04315 41.000 TON | 918.00000 37638.00| 916.00000 37556.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0020 612-60410 686.000 EACH | 7.90000 5419.40| 7.90000 5419.40| DRILLED HOLE FOR UNDERSEAL | | | 0021 615-06505 1.000 EACH | 1379.18000 1379.18| 723.50000 723.50| MONUMENT, B | | | 0022 615-06505 6.000 EACH | 1379.18000 8275.08| 724.00000 4344.00| MONUMENT, B , TIPPECANOE COUNTY MARKERS | | | 0023 615-06525 1.000 EACH | 752.54000 752.54| 513.60000 513.60| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0025 801-03290 4.000 EACH | 50.00000 200.00| 130.00000 520.00| CONSTRUCTION SIGN, C | | | 0026 801-06203 5430.000 LFT | 0.39000 2117.70| 0.35000 1900.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0027 801-06207 3080.000 LFT | 0.94000 2895.20| 1.15000 3542.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 16.000 EACH | 98.00000 1568.00| 98.00000 1568.00| CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP | 40567.02000 40567.02| 43273.67000 43273.67| MAINTAINING TRAFFIC | | | 0030 805-05906 1.000 EACH | 4250.00000 4250.00| 4675.00000 4675.00| ATR STATION- 2 LANE | | | 0031 808-03631 340.000 LFT | 1.50000 510.00| 3.00000 1020.00| LINE, EPOXY, SOLID, WHITE, 4 IN. , FOR | | | CONCRETE STRUCTURE | | | 0032 808-03632 340.000 LFT | 1.50000 510.00| 3.00000 1020.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. , FOR | | | CONCRETE STRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,393,267.81 ROUTE : US 231 CALL ORDER : 350 CONTRACT ID : RS-28312-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 808-06703 58330.000 LFT | 0.28000 16332.40| 0.26000 15165.80| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0034 808-06716 680.000 LFT | 1.50000 1020.00| 0.75000 510.00| LINE, REMOVE , FOR CONCRETE STRUCTURE | | | 0035 808-75240 32964.000 LFT | 0.12000 3955.68| 0.03000 988.92| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0036 808-75245 27062.000 LFT | 0.28000 7577.36| 0.27000 7306.74| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0037 808-75297 120.000 LFT | 4.00000 480.00| 4.00000 480.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0038 808-75996 665.000 EACH | 3.95000 2626.75| 4.00000 2660.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 306-08432 840.000 SYS | 7.27000 6106.80| 7.35000 6174.00| MILLING, APPROACH | | | 0040 402-07434 412.000 TON | 55.24000 22758.88| 53.40000 22000.80| HMA SURFACE, TYPE C | | | SECTION TOTALS | $ 1,144,605.16| $ 1,284,918.66| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,144,605.16| $ 1,284,918.66| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,382,234.35 ROUTE : 32 CALL ORDER : 360 CONTRACT ID : RS-28316-A COUNTIES : BOONE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE 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 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,249,583.87 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,352,678.90 108.2503% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,367,582.90 109.4431% ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. 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 | 16000.00000 16000.00| 17400.00000 17400.00| 7700.00000 7700.00 CONSTRUCTION ENGINEERING | | | 0002 105-06906 10.000 MOS | 150.00000 1500.00| 200.00000 2000.00| 70.00000 700.00 CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-06907 10.000 MOS | 150.00000 1500.00| 200.00000 2000.00| 70.00000 700.00 CELLULAR SERVICE(INSPECTOR) | | | 0004 105-07038 12.000 MOS | 1500.00000 18000.00| 2165.00000 25980.00| 2000.00000 24000.00 FIELD OFFICE, A | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 63000.00000 63000.00| 31000.00000 31000.00| 63000.00000 63000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 301-07448 50.000 TON | 38.00000 1900.00| 90.00000 4500.00| 110.00000 5500.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 303-07449 1950.000 TON | 20.46000 39897.00| 32.00000 62400.00| 17.00000 33150.00 COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07491 100.000 TON | 120.00000 12000.00| 135.00000 13500.00| 185.00000 18500.00 HMA PATCHING, TYPE C | | | 0012 306-08033 181305.000 SYS | 0.45000 81587.25| 0.46000 83400.30| 0.50000 90652.50 MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,382,234.35 ROUTE : 32 CALL ORDER : 360 CONTRACT ID : RS-28316-A COUNTIES : BOONE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08043 800.000 SYS | 1.35000 1080.00| 1.50000 1200.00| 6.00000 4800.00 MILLING, TRANSITION | | | 0014 401-06264 LUMP | 2000.00000 2000.00| 8000.00000 8000.00| 8500.00000 8500.00 PROFILOGRAPH, HMA | | | 0015 401-07328 15025.000 TON | 48.00000 721200.00| 53.00000 796325.00| 50.00000 751250.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0016 406-05520 45.000 TON | 100.00000 4500.00| 220.00000 9900.00| 180.00000 8100.00 ASPHALT FOR TACK COAT | | | 0017 610-07488 605.000 TON | 86.00000 52030.00| 115.00000 69575.00| 106.00000 64130.00 HMA FOR APPROACHES, TYPE C | | | 0018 615-06505 65.000 EACH | 385.00000 25025.00| 400.00000 26000.00| 500.00000 32500.00 MONUMENT, B | | | 0019 615-06525 1.000 EACH | 385.00000 385.00| 400.00000 400.00| 350.00000 350.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0020 801-03290 4.000 EACH | 50.00000 200.00| 215.00000 860.00| 51.00000 204.00 CONSTRUCTION SIGN, C | | | 0021 801-06203 5316.000 LFT | 0.20000 1063.20| 0.25000 1329.00| 0.20000 1063.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 5316.000 LFT | 0.85000 4518.60| 0.90000 4784.40| 1.20000 6379.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 37.000 EACH | 98.00000 3626.00| 105.00000 3885.00| 82.00000 3034.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP | 59100.00000 59100.00| 36500.00000 36500.00| 48000.00000 48000.00 MAINTAINING TRAFFIC | | | 0025 808-03631 570.000 LFT | 1.50000 855.00| 3.15000 1795.50| 1.65000 940.50 LINE, EPOXY, SOLID, WHITE, 4 IN. FOR | | | CONCRETE STRUCTURES | | | 0026 808-03632 179.000 LFT | 1.50000 268.50| 3.15000 563.85| 1.55000 277.45 LINE, EPOXY, SOLID, YELLOW, 4 IN. FOR | | | CONCRETE STRUCTURES | | | 0027 808-04896 72.000 LFT | 1.50000 108.00| 3.15000 226.80| 1.55000 111.60 LINE, EPOXY, BROKEN, YELLOW, 4 IN. FOR | | | CONCRETE STRUCTURES | | | 0028 808-06703 103175.000 LFT | 0.27000 27857.25| 0.25000 25793.75| 0.30000 30952.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0029 808-06716 781.000 LFT | 1.50000 1171.50| 1.30000 1015.30| 1.65000 1288.65 LINE, REMOVE FOR CONCRETE STRUCTURES | | | 0030 808-75240 4641.000 LFT | 0.27000 1253.07| 0.25000 1160.25| 0.30000 1392.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,382,234.35 ROUTE : 32 CALL ORDER : 360 CONTRACT ID : RS-28316-A COUNTIES : BOONE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-75245 34125.000 LFT | 0.27000 9213.75| 0.25000 8531.25| 0.30000 10237.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0032 808-75297 40.000 LFT | 4.00000 160.00| 5.25000 210.00| 4.35000 174.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0033 808-75996 1105.000 EACH | 3.35000 3701.75| 4.65000 5138.25| 3.00000 3315.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0034 306-08432 7320.000 SYS | 2.25000 16470.00| 2.15000 15738.00| 6.50000 47580.00 MILLING, APPROACH | | | 0035 202-02241 320.000 LFT | 3.00000 960.00| 3.15000 1008.00| 3.25000 1040.00 GUARDRAIL, REMOVE | | | 0036 202-93741 1.000 EACH | 300.00000 300.00| 320.00000 320.00| 310.00000 310.00 GUARD RAIL END TREATMENT, REMOVE | | | 0037 203-90014 22.000 STA | 240.00000 5280.00| 415.00000 9130.00| 1000.00000 22000.00 LINEAR GRADING | | | 0038 303-01180 650.000 TON | 20.00000 13000.00| 31.00000 20150.00| 25.00000 16250.00 COMPACTED AGGREGATE, NO. 53 | | | 0039 601-94689 13.000 EACH | 2400.00000 31200.00| 2500.00000 32500.00| 2450.00000 31850.00 GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 1550.000 LFT | 15.00000 23250.00| 16.00000 24800.00| 15.25000 23637.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 601-93346 8.000 EACH | 100.00000 800.00| 105.00000 840.00| 105.00000 840.00 GUARD RAIL CONNECTOR, AS | | | 0042 715-05169 25.000 LFT | 50.00000 1250.00| 17.25000 431.25| 45.00000 1125.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0043 715-03475 1.000 EACH | 250.00000 250.00| 345.00000 345.00| 260.00000 260.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0044 203-02070 25.000 CYS | 45.00000 1125.00| 60.00000 1500.00| 20.00000 500.00 BORROW | | | 0045 211-07454 2.000 CYS | 25.00000 50.00| 95.00000 190.00| 100.00000 200.00 STRUCTURE BACKFILL | | | 0046 621-06574 70.000 SYS | 13.50000 945.00| 5.00000 350.00| 15.50000 1085.00 SODDING | | | SECTION TOTALS | $ 1,249,583.87| $ 1,352,678.90| $ 1,367,582.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,249,583.87| $ 1,352,678.90| $ 1,367,582.90 ====================================================================================================================================