INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/19/05 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. $ 578,785.00 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 654,828.44 113.1385% 3 35-1875662 CRIDER & CRIDER, INC. $ 665,665.65 115.0109% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 666,828.00 115.2117% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 671,356.59 115.9941% 6 35-1357381 O'MARA, DAVE CONTRACTOR $ 714,264.53 123.4076% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 750,189.70 129.6146% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RUSH COUNTY - ON SR 244, 8.10 MILES EAST OF I-74 | | | 0001 105-06845 LUMP | 11000.00000 11000.00| 10000.00000 10000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 28900.00000 28900.00| 30000.00000 30000.00| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 9854.00000 9854.00| 15000.00000 15000.00| 14055.15000 14055.15 CLEARING RIGHT OF WAY | | | 0007 202-02286 1.000 EACH | 14903.09000 14903.09| 35000.00000 35000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 10795.000 m3 | 7.00000 75565.00| 12.50000 134937.50| 15.00000 161925.00 EXCAVATION, COMMON | | | 0009 205-03371 104.000 m3 | 18.00000 1872.00| 15.00000 1560.00| 12.50000 1300.00 SEDIMENT REMOVE | | | 0010 205-06930 4.000 Mg | 65.00000 260.00| 50.00000 200.00| 50.00000 200.00 SPLASHPAD, RIPRAP | | | 0011 205-06931 146.000 Mg | 58.00000 8468.00| 20.00000 2920.00| 20.00000 2920.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06934 3.000 Mg | 450.00000 1350.00| 475.00000 1425.00| 425.00000 1275.00 TEMPORARY MULCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06936 220.000 Mg | 25.00000 5500.00| 20.00000 4400.00| 20.00000 4400.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 370.000 m | 4.75000 1757.50| 3.00000 1110.00| 5.00000 1850.00 TEMPORARY SILT FENCE | | | 0015 205-06938 42.000 m | 78.00000 3276.00| 25.00000 1050.00| 25.00000 1050.00 TEMPORARY SLOPE DRAIN | | | 0017 211-07454 675.000 m3 | 34.00000 22950.00| 30.00000 20250.00| 20.00000 13500.00 STRUCTURE BACKFILL | | | 0018 301-07448 1416.000 Mg | 16.00000 22656.00| 17.60000 24921.60| 16.00000 22656.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-07449 65.000 Mg | 18.00000 1170.00| 20.00000 1300.00| 20.00000 1300.00 COMPACTED AGGREGATE, NO. 73 | | | 0020 304-07493 27.000 Mg | 175.00000 4725.00| 160.00000 4320.00| 175.00000 4725.00 WIDENING WITH HMA, TYPE B | | | 0021 306-08043 172.000 m2 | 12.50000 2150.00| 12.00000 2064.00| 25.00000 4300.00 MILLING, TRANSITION | | | 0022 401-07321 324.000 Mg | 64.00000 20736.00| 60.00000 19440.00| 65.00000 21060.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07390 480.000 Mg | 53.00000 25440.00| 51.00000 24480.00| 55.00000 26400.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07423 1564.000 Mg | 46.00000 71944.00| 45.00000 70380.00| 47.00000 73508.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0025 402-07432 681.000 Mg | 61.00000 41541.00| 51.00000 34731.00| 62.00000 42222.00 HMA SURFACE, TYPE A | | | 0026 402-07435 40.000 Mg | 69.90000 2796.00| 76.00000 3040.00| 70.00000 2800.00 HMA INTERMEDIATE, TYPE A | | | 0027 404-05511 1829.000 m2 | 2.10000 3840.90| 7.00000 12803.00| 2.00000 3658.00 SEAL COAT, 2 | | | 0028 405-05518 1829.000 m2 | 0.74000 1353.46| 0.06000 109.74| 0.75000 1371.75 ASPHALT FOR PRIME COAT | | | 0029 406-05520 18.000 Mg | 230.00000 4140.00| 230.00000 4140.00| 230.00000 4140.00 ASPHALT FOR TACK COAT | | | 0030 601-94689 4.000 EACH | 2300.00000 9200.00| 2222.00000 8888.00| 2000.00000 8000.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 168.000 m | 44.00000 7392.00| 48.00000 8064.00| 44.00000 7392.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 603-03692 39.000 m | 83.00000 3237.00| 100.00000 3900.00| 92.00000 3588.00 FENCE, WOOD | | | 0033 603-06040 710.000 m | 15.00000 10650.00| 18.50000 13135.00| 17.00000 12070.00 FENCE, FARM FIELD, 1190 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 611-06497 2.000 EACH | 165.00000 330.00| 180.00000 360.00| 165.00000 330.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 24.000 EACH | 125.00000 3000.00| 110.00000 2640.00| 100.00000 2400.00 RIGHT OF WAY MARKER | | | 0036 615-06505 5.000 EACH | 500.00000 2500.00| 525.00000 2625.00| 475.00000 2375.00 MONUMENT, B | | | 0037 616-02320 1620.000 m2 | 1.80000 2916.00| 3.50000 5670.00| 3.00000 4860.00 GEOTEXTILES | | | 0038 616-05689 240.000 Mg | 31.00000 7440.00| 25.00000 6000.00| 35.00000 8400.00 RIPRAP, CLASS 2 | | | 0039 616-06451 452.000 Mg | 25.00000 11300.00| 25.00000 11300.00| 30.00000 13560.00 RIPRAP, UNIFORM | | | 0040 621-01004 2.000 EACH | 775.00000 1550.00| 850.00000 1700.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 1.000 Mg | 595.00000 595.00| 625.00000 625.00| 580.00000 580.00 FERTILIZER | | | 0042 621-06548 33.000 kg | 34.00000 1122.00| 40.00000 1320.00| 33.00000 1089.00 SEED MIXTURE, CV | | | 0043 621-06553 200.000 kg | 10.75000 2150.00| 11.50000 2300.00| 11.00000 2200.00 SEED MIXTURE, R | | | 0044 621-06557 48.000 kg | 6.00000 288.00| 6.50000 312.00| 6.00000 288.00 SEED MIXTURE, T | | | 0045 621-06565 7.000 Mg | 245.00000 1715.00| 260.00000 1820.00| 237.00000 1659.00 MULCHING MATERIAL | | | 0046 621-06567 28.000 kL | 1.05000 29.40| 1.10000 30.80| 1.00000 28.00 WATER | | | 0047 621-06574 1144.000 m2 | 4.00000 4576.00| 3.50000 4004.00| 3.25000 3718.00 SODDING | | | 0048 621-06575 389.000 m2 | 4.00000 1556.00| 3.50000 1361.50| 3.25000 1264.25 SODDING, NURSERY | | | 0049 714-04802 105.000 m2 | 145.00000 15225.00| 120.00000 12600.00| 120.00000 12600.00 CONCRETE MODULAR BLOCK WALL | | | 0050 715-05136 36.000 m | 550.00000 19800.00| 345.00000 12420.00| 500.00000 18000.00 PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0051 715-05154 220.000 m | 96.00000 21120.00| 110.00000 24200.00| 110.00000 24200.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0052 715-06357 2.000 EACH | 4000.00000 8000.00| 2000.00000 4000.00| 1600.00000 3200.00 CONCRETE ANCHOR, 1800 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 715-46020 1.000 EACH | 270.00000 270.00| 300.00000 300.00| 500.00000 500.00 PIPE END SECTION, 600 mm | | | 0054 720-45410 2.000 EACH | 1875.00000 3750.00| 2500.00000 5000.00| 1600.00000 3200.00 MANHOLE, C4 | | | 0055 720-98625 1.000 EACH | 3400.00000 3400.00| 2500.00000 2500.00| 2000.00000 2000.00 MANHOLE, C4, DROP | | | 0056 731-93946 105.000 m2 | 120.00000 12600.00| 100.00000 10500.00| 300.00000 31500.00 WALL ERECTION | | | 0057 731-93947 39.000 m | 80.00000 3120.00| 75.00000 2925.00| 100.00000 3900.00 LEVELING PAD, CONCRETE | | | 0058 732-07653 90.000 Mg | 12.00000 1080.00| 35.00000 3150.00| 25.00000 2250.00 COARSE AGGREGATE, NO. 8 | | | 0059 801-04308 4.000 EACH | 207.00000 828.00| 220.00000 880.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 32.000 EACH | 110.00000 3520.00| 115.00000 3680.00| 105.00000 3360.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 13.000 EACH | 123.00000 1599.00| 135.00000 1755.00| 120.00000 1560.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 1.000 EACH | 26.00000 26.00| 35.00000 35.00| 25.00000 25.00 CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP | 1000.00000 1000.00| 10000.00000 10000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0064 801-07119 36.000 m | 41.00000 1476.00| 44.00000 1584.00| 40.00000 1440.00 BARRICADE, III-B | | | 0065 802-05701 14.000 m | 54.00000 756.00| 41.00000 574.00| 37.00000 518.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 808-06713 1020.000 m | 0.55000 561.00| 0.60000 612.00| 0.55000 561.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0067 808-75240 73.000 m | 1.05000 76.65| 1.10000 80.30| 1.00000 73.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0068 808-75245 670.000 m | 0.85000 569.50| 0.90000 603.00| 0.85000 569.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75996 22.000 EACH | 18.00000 396.00| 20.00000 440.00| 5.00000 110.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 22.000 EACH | 93.00000 2046.00| 30.00000 660.00| 27.00000 594.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 207-08264 3762.000 m2 | 4.75000 17869.50| 5.50000 20691.00| 3.00000 11286.00 SUBGRADE TREATMENT, TYPE II | | | SECTION TOTALS | $ 578,785.00| $ 654,828.44| $ 665,665.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 578,785.00| $ 654,828.44| $ 665,665.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0999231 |( 6 ) 35-1357381 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RUSH COUNTY - ON SR 244, 8.10 MILES EAST OF I-74 | | | 0001 105-06845 LUMP | 12600.00000 12600.00| 6800.00000 6800.00| 9800.00000 9800.00 CONSTRUCTION ENGINEERING | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 34969.80000 34969.80| 33000.00000 33000.00| 34000.00000 34000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 20000.00000 20000.00| 19950.00000 19950.00| 19500.00000 19500.00 CLEARING RIGHT OF WAY | | | 0007 202-02286 1.000 EACH | 14500.00000 14500.00| 2500.00000 2500.00| 11909.23000 11909.23 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 10795.000 m3 | 13.00000 140335.00| 17.00000 183515.00| 13.35000 144113.25 EXCAVATION, COMMON | | | 0009 205-03371 104.000 m3 | 27.00000 2808.00| 30.00000 3120.00| 34.00000 3536.00 SEDIMENT REMOVE | | | 0010 205-06930 4.000 Mg | 100.00000 400.00| 50.00000 200.00| 97.00000 388.00 SPLASHPAD, RIPRAP | | | 0011 205-06931 146.000 Mg | 38.00000 5548.00| 30.00000 4380.00| 34.00000 4964.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06934 3.000 Mg | 425.00000 1275.00| 425.00000 1275.00| 782.06000 2346.18 TEMPORARY MULCHING | | | 0013 205-06936 220.000 Mg | 38.00000 8360.00| 35.00000 7700.00| 34.00000 7480.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 370.000 m | 4.55000 1683.50| 4.60000 1702.00| 6.35000 2349.50 TEMPORARY SILT FENCE | | | 0015 205-06938 42.000 m | 45.00000 1890.00| 30.00000 1260.00| 70.00000 2940.00 TEMPORARY SLOPE DRAIN | | | 0017 211-07454 675.000 m3 | 29.00000 19575.00| 50.00000 33750.00| 49.00000 33075.00 STRUCTURE BACKFILL | | | 0018 301-07448 1416.000 Mg | 21.00000 29736.00| 16.00000 22656.00| 15.95000 22585.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-07449 65.000 Mg | 46.00000 2990.00| 30.00000 1950.00| 19.00000 1235.00 COMPACTED AGGREGATE, NO. 73 | | | 0020 304-07493 27.000 Mg | 180.00000 4860.00| 145.00000 3915.00| 193.00000 5211.00 WIDENING WITH HMA, TYPE B | | | 0021 306-08043 172.000 m2 | 11.00000 1892.00| 14.00000 2408.00| 14.00000 2408.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0999231 |( 6 ) 35-1357381 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 401-07321 324.000 Mg | 55.00000 17820.00| 55.00000 17820.00| 59.00000 19116.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07390 480.000 Mg | 47.00000 22560.00| 47.00000 22560.00| 49.00000 23520.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07423 1564.000 Mg | 41.40000 64749.60| 41.00000 64124.00| 49.00000 76636.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0025 402-07432 681.000 Mg | 47.00000 32007.00| 47.00000 32007.00| 59.00000 40179.00 HMA SURFACE, TYPE A | | | 0026 402-07435 40.000 Mg | 72.00000 2880.00| 72.00000 2880.00| 117.00000 4680.00 HMA INTERMEDIATE, TYPE A | | | 0027 404-05511 1829.000 m2 | 6.50000 11888.50| 6.50000 11888.50| 3.50000 6401.50 SEAL COAT, 2 | | | 0028 405-05518 1829.000 m2 | 0.05000 91.45| 0.01000 18.29| 1.00000 1829.00 ASPHALT FOR PRIME COAT | | | 0029 406-05520 18.000 Mg | 210.00000 3780.00| 210.00000 3780.00| 200.00000 3600.00 ASPHALT FOR TACK COAT | | | 0030 601-94689 4.000 EACH | 2020.00000 8080.00| 2000.00000 8000.00| 2020.00000 8080.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 168.000 m | 43.75000 7350.00| 43.00000 7224.00| 43.75000 7350.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 603-03692 39.000 m | 91.00000 3549.00| 65.00000 2535.00| 91.00000 3549.00 FENCE, WOOD | | | 0033 603-06040 710.000 m | 16.70000 11857.00| 16.50000 11715.00| 16.70000 11857.00 FENCE, FARM FIELD, 1190 mm | | | 0034 611-06497 2.000 EACH | 165.00000 330.00| 165.00000 330.00| 165.00000 330.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 24.000 EACH | 100.00000 2400.00| 100.00000 2400.00| 100.00000 2400.00 RIGHT OF WAY MARKER | | | 0036 615-06505 5.000 EACH | 475.00000 2375.00| 475.00000 2375.00| 475.00000 2375.00 MONUMENT, B | | | 0037 616-02320 1620.000 m2 | 2.50000 4050.00| 2.00000 3240.00| 2.00000 3240.00 GEOTEXTILES | | | 0038 616-05689 240.000 Mg | 55.00000 13200.00| 30.00000 7200.00| 24.00000 5760.00 RIPRAP, CLASS 2 | | | 0039 616-06451 452.000 Mg | 32.00000 14464.00| 30.00000 13560.00| 24.00000 10848.00 RIPRAP, UNIFORM | | | 0040 621-01004 2.000 EACH | 750.00000 1500.00| 750.00000 1500.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0999231 |( 6 ) 35-1357381 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06545 1.000 Mg | 580.00000 580.00| 580.00000 580.00| 387.89000 387.89 FERTILIZER | | | 0042 621-06548 33.000 kg | 33.00000 1089.00| 33.00000 1089.00| 90.38000 2982.54 SEED MIXTURE, CV | | | 0043 621-06553 200.000 kg | 10.59000 2118.00| 10.60000 2120.00| 11.17000 2234.00 SEED MIXTURE, R | | | 0044 621-06557 48.000 kg | 5.90000 283.20| 5.90000 283.20| 10.32000 495.36 SEED MIXTURE, T | | | 0045 621-06565 7.000 Mg | 236.00000 1652.00| 236.00000 1652.00| 681.73000 4772.11 MULCHING MATERIAL | | | 0046 621-06567 28.000 kL | 1.00000 28.00| 1.00000 28.00| 1.00000 28.00 WATER | | | 0047 621-06574 1144.000 m2 | 3.22000 3683.68| 3.20000 3660.80| 4.49000 5136.56 SODDING | | | 0048 621-06575 389.000 m2 | 3.22000 1252.58| 3.20000 1244.80| 4.49000 1746.61 SODDING, NURSERY | | | 0049 714-04802 105.000 m2 | 110.00000 11550.00| 80.00000 8400.00| 95.00000 9975.00 CONCRETE MODULAR BLOCK WALL | | | 0050 715-05136 36.000 m | 415.00000 14940.00| 350.00000 12600.00| 687.00000 24732.00 PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0051 715-05154 220.000 m | 195.00000 42900.00| 145.00000 31900.00| 149.00000 32780.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0052 715-06357 2.000 EACH | 1500.00000 3000.00| 1700.00000 3400.00| 2400.00000 4800.00 CONCRETE ANCHOR, 1800 mm | | | 0053 715-46020 1.000 EACH | 350.00000 350.00| 200.00000 200.00| 623.00000 623.00 PIPE END SECTION, 600 mm | | | 0054 720-45410 2.000 EACH | 2600.00000 5200.00| 2200.00000 4400.00| 1398.00000 2796.00 MANHOLE, C4 | | | 0055 720-98625 1.000 EACH | 3500.00000 3500.00| 3800.00000 3800.00| 2897.00000 2897.00 MANHOLE, C4, DROP | | | 0056 731-93946 105.000 m2 | 250.00000 26250.00| 150.00000 15750.00| 131.00000 13755.00 WALL ERECTION | | | 0057 731-93947 39.000 m | 55.00000 2145.00| 50.00000 1950.00| 43.00000 1677.00 LEVELING PAD, CONCRETE | | | 0058 732-07653 90.000 Mg | 13.00000 1170.00| 12.00000 1080.00| 29.00000 2610.00 COARSE AGGREGATE, NO. 8 | | | 0059 801-04308 4.000 EACH | 345.00000 1380.00| 200.00000 800.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 32.000 EACH | 94.00000 3008.00| 105.00000 3360.00| 105.00000 3360.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0999231 |( 6 ) 35-1357381 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 801-06640 13.000 EACH | 124.00000 1612.00| 120.00000 1560.00| 120.00000 1560.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 1.000 EACH | 100.00000 100.00| 25.00000 25.00| 25.00000 25.00 CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP | 6000.00000 6000.00| 3500.00000 3500.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0064 801-07119 36.000 m | 29.00000 1044.00| 40.00000 1440.00| 40.00000 1440.00 BARRICADE, III-B | | | 0065 802-05701 14.000 m | 37.00000 518.00| 37.00000 518.00| 37.15000 520.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 808-06713 1020.000 m | 0.88000 897.60| 0.53000 540.60| 0.53000 540.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0067 808-75240 73.000 m | 1.33000 97.09| 1.00000 73.00| 1.00000 73.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0068 808-75245 670.000 m | 1.20000 804.00| 0.82000 549.40| 0.82000 549.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75996 22.000 EACH | 12.00000 264.00| 10.00000 220.00| 17.50000 385.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 22.000 EACH | 48.00000 1056.00| 26.50000 583.00| 26.50000 583.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0071 207-08264 3762.000 m2 | 0.00000 0.00| 5.00000 18810.00| 3.75000 14107.50 SUBGRADE TREATMENT, TYPE II | | | SECTION TOTALS | $ 666,828.00| $ 671,356.59| $ 714,264.53 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 666,828.00| $ 671,356.59| $ 714,264.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RUSH COUNTY - ON SR 244, 8.10 MILES EAST OF I-74 | | | 0001 105-06845 LUMP | 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 37000.00000 37000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 20000.00000 20000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02286 1.000 EACH | 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 10795.000 m3 | 14.00000 151130.00| | EXCAVATION, COMMON | | | 0009 205-03371 104.000 m3 | 35.00000 3640.00| | SEDIMENT REMOVE | | | 0010 205-06930 4.000 Mg | 80.00000 320.00| | SPLASHPAD, RIPRAP | | | 0011 205-06931 146.000 Mg | 40.00000 5840.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06934 3.000 Mg | 435.00000 1305.00| | TEMPORARY MULCHING | | | 0013 205-06936 220.000 Mg | 45.00000 9900.00| | TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 370.000 m | 5.00000 1850.00| | TEMPORARY SILT FENCE | | | 0015 205-06938 42.000 m | 100.00000 4200.00| | TEMPORARY SLOPE DRAIN | | | 0017 211-07454 675.000 m3 | 30.00000 20250.00| | STRUCTURE BACKFILL | | | 0018 301-07448 1416.000 Mg | 25.00000 35400.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-07449 65.000 Mg | 40.00000 2600.00| | COMPACTED AGGREGATE, NO. 73 | | | 0020 304-07493 27.000 Mg | 145.00000 3915.00| | WIDENING WITH HMA, TYPE B | | | 0021 306-08043 172.000 m2 | 12.00000 2064.00| | MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 401-07321 324.000 Mg | 55.00000 17820.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07390 480.000 Mg | 47.00000 22560.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07423 1564.000 Mg | 42.00000 65688.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0025 402-07432 681.000 Mg | 47.00000 32007.00| | HMA SURFACE, TYPE A | | | 0026 402-07435 40.000 Mg | 72.00000 2880.00| | HMA INTERMEDIATE, TYPE A | | | 0027 404-05511 1829.000 m2 | 6.50000 11888.50| | SEAL COAT, 2 | | | 0028 405-05518 1829.000 m2 | 0.10000 182.90| | ASPHALT FOR PRIME COAT | | | 0029 406-05520 18.000 Mg | 210.00000 3780.00| | ASPHALT FOR TACK COAT | | | 0030 601-94689 4.000 EACH | 2200.00000 8800.00| | GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 168.000 m | 42.00000 7056.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 603-03692 39.000 m | 80.00000 3120.00| | FENCE, WOOD | | | 0033 603-06040 710.000 m | 15.00000 10650.00| | FENCE, FARM FIELD, 1190 mm | | | 0034 611-06497 2.000 EACH | 160.00000 320.00| | MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 24.000 EACH | 120.00000 2880.00| | RIGHT OF WAY MARKER | | | 0036 615-06505 5.000 EACH | 500.00000 2500.00| | MONUMENT, B | | | 0037 616-02320 1620.000 m2 | 3.00000 4860.00| | GEOTEXTILES | | | 0038 616-05689 240.000 Mg | 45.00000 10800.00| | RIPRAP, CLASS 2 | | | 0039 616-06451 452.000 Mg | 40.00000 18080.00| | RIPRAP, UNIFORM | | | 0040 621-01004 2.000 EACH | 750.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06545 1.000 Mg | 600.00000 600.00| | FERTILIZER | | | 0042 621-06548 33.000 kg | 35.00000 1155.00| | SEED MIXTURE, CV | | | 0043 621-06553 200.000 kg | 11.00000 2200.00| | SEED MIXTURE, R | | | 0044 621-06557 48.000 kg | 6.00000 288.00| | SEED MIXTURE, T | | | 0045 621-06565 7.000 Mg | 250.00000 1750.00| | MULCHING MATERIAL | | | 0046 621-06567 28.000 kL | 1.00000 28.00| | WATER | | | 0047 621-06574 1144.000 m2 | 3.50000 4004.00| | SODDING | | | 0048 621-06575 389.000 m2 | 3.50000 1361.50| | SODDING, NURSERY | | | 0049 714-04802 105.000 m2 | 150.00000 15750.00| | CONCRETE MODULAR BLOCK WALL | | | 0050 715-05136 36.000 m | 725.00000 26100.00| | PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0051 715-05154 220.000 m | 210.00000 46200.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0052 715-06357 2.000 EACH | 1850.00000 3700.00| | CONCRETE ANCHOR, 1800 mm | | | 0053 715-46020 1.000 EACH | 850.00000 850.00| | PIPE END SECTION, 600 mm | | | 0054 720-45410 2.000 EACH | 3000.00000 6000.00| | MANHOLE, C4 | | | 0055 720-98625 1.000 EACH | 3400.00000 3400.00| | MANHOLE, C4, DROP | | | 0056 731-93946 105.000 m2 | 265.00000 27825.00| | WALL ERECTION | | | 0057 731-93947 39.000 m | 110.00000 4290.00| | LEVELING PAD, CONCRETE | | | 0058 732-07653 90.000 Mg | 50.00000 4500.00| | COARSE AGGREGATE, NO. 8 | | | 0059 801-04308 4.000 EACH | 200.00000 800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 32.000 EACH | 125.00000 4000.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 131 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,679.03 ROUTE : 244 CALL ORDER : 131 CONTRACT ID : R -26299-A COUNTIES : RUSH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 801-06640 13.000 EACH | 120.00000 1560.00| | CONSTRUCTION SIGN, A | | | 0062 801-06645 1.000 EACH | 25.00000 25.00| | CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP | 17000.00000 17000.00| | MAINTAINING TRAFFIC | | | 0064 801-07119 36.000 m | 40.00000 1440.00| | BARRICADE, III-B | | | 0065 802-05701 14.000 m | 37.50000 525.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 808-06713 1020.000 m | 0.55000 561.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0067 808-75240 73.000 m | 1.00000 73.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0068 808-75245 670.000 m | 0.85000 569.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75996 22.000 EACH | 20.00000 440.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 22.000 EACH | 35.00000 770.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0071 207-08264 3762.000 m2 | 6.15000 23136.30| | SUBGRADE TREATMENT, TYPE II | | | SECTION TOTALS | $ 750,189.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 750,189.70| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 941,016.27 ROUTE : 38 CALL ORDER : 161 CONTRACT ID : R -26816-A COUNTIES : TIPPECANOE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 898,866.05 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 937,641.10 104.3138% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,057,824.70 117.6844% ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |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 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 27000.00000 27000.00| 25000.00000 25000.00| 23200.00000 23200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1750.00000 21000.00| 1750.00000 21000.00| 2094.94000 25139.28 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 55000.00000 55000.00| 46800.00000 46800.00| 87374.43000 87374.43 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 8000.00000 8000.00| 20000.00000 20000.00| 17614.52000 17614.52 CLEARING RIGHT OF WAY | | | 0007 202-02241 77.000 m | 22.00000 1694.00| 19.00000 1463.00| 18.50000 1424.50 GUARDRAIL, REMOVE | | | 0008 202-03000 LUMP | 8500.00000 8500.00| 11000.00000 11000.00| 5573.66000 5573.66 HOUSES AND BUILDINGS, REMOVE | | | 0009 202-60820 720.000 m2 | 5.00000 3600.00| 4.65000 3348.00| 4.97000 3578.40 SURFACE MILLING, ASPHALT | | | 0010 203-02000 9995.000 m3 | 8.00000 79960.00| 12.50000 124937.50| 17.80000 177911.00 EXCAVATION, COMMON | | | 0011 205-02224 672.000 m | 6.00000 4032.00| 4.50000 3024.00| 4.95000 3326.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-06932 115.000 m | 45.00000 5175.00| 30.50000 3507.50| 33.20000 3818.00 TEMPORARY CHECK DAM, STRAW BALES , | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 941,016.27 ROUTE : 38 CALL ORDER : 161 CONTRACT ID : R -26816-A COUNTIES : TIPPECANOE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 207-08263 11085.000 m2 | 4.15000 46002.75| 4.05000 44894.25| 4.55000 50436.75 SUBGRATE TREATMENT, TYPE IA | | | 0014 211-07454 174.000 m3 | 17.00000 2958.00| 25.00000 4350.00| 40.51000 7048.74 STRUCTURE BACKFILL | | | 0015 213-52830 3.000 m3 | 350.00000 1050.00| 195.00000 585.00| 900.22000 2700.66 FLOWABLE MORTAR | | | 0016 303-01180 2391.000 Mg | 13.50000 32278.50| 17.00000 40647.00| 16.55000 39571.05 COMPACTED AGGREGATE, NO. 53 | | | 0017 306-08043 500.000 m2 | 4.00000 2000.00| 8.20000 4100.00| 6.03000 3015.00 MILLING, TRANSITION | | | 0018 401-06264 LUMP | 2200.00000 2200.00| 1900.00000 1900.00| 1917.26000 1917.26 PROFILOGRAPH, HMA | | | 0019 401-07327 1165.000 Mg | 48.50000 56502.50| 56.00000 65240.00| 42.79000 49850.35 QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0020 401-07397 1138.000 Mg | 42.00000 47796.00| 41.75000 47511.50| 39.17000 44575.46 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0021 401-07423 4027.000 Mg | 37.00000 148999.00| 41.75000 168127.25| 32.89000 132448.03 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0022 401-07429 1072.000 Mg | 45.50000 48776.00| 40.50000 43416.00| 41.85000 44863.20 QC/QA-HMA, 5, 76, INTERMEDIATE, OGC19.0 | | | MM | | | 0023 405-05517 20.000 Mg | 575.00000 11500.00| 400.00000 8000.00| 512.29000 10245.80 ASPHALT FOR PRIME COAT | | | 0024 406-05520 4.000 Mg | 375.00000 1500.00| 325.00000 1300.00| 199.84000 799.36 ASPHALT FOR TACK COAT | | | 0025 601-01700 1.000 EACH | 2300.00000 2300.00| 2100.00000 2100.00| 2050.00000 2050.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0026 601-02621 21.000 m | 58.00000 1218.00| 54.00000 1134.00| 52.00000 1092.00 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED | | | 0027 601-94689 1.000 EACH | 2900.00000 2900.00| 2500.00000 2500.00| 2425.00000 2425.00 GUARDRAIL END TREATMENT, OS | | | 0028 610-07486 545.000 Mg | 75.00000 40875.00| 72.00000 39240.00| 65.51000 35702.95 HMA FOR APPROACHES, TYPE A | | | 0029 611-06497 4.000 EACH | 195.00000 780.00| 177.00000 708.00| 175.00000 700.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 611-06498 2.000 EACH | 290.00000 580.00| 253.00000 506.00| 250.00000 500.00 MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 941,016.27 ROUTE : 38 CALL ORDER : 161 CONTRACT ID : R -26816-A COUNTIES : TIPPECANOE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 611-95023 1.000 EACH | 355.00000 355.00| 228.00000 228.00| 225.00000 225.00 MAILBOX ASSEMBLY, RESET | | | 0032 615-06490 28.000 EACH | 150.00000 4200.00| 107.00000 2996.00| 105.00000 2940.00 RIGHT OF WAY MARKER | | | 0033 615-06505 8.000 EACH | 675.00000 5400.00| 510.00000 4080.00| 500.00000 4000.00 MONUMENT, B | | | 0034 616-02320 630.000 m2 | 5.50000 3465.00| 3.40000 2142.00| 1.13000 711.90 GEOTEXTILES | | | 0035 616-05688 99.000 Mg | 45.00000 4455.00| 47.00000 4653.00| 56.26000 5569.74 RIPRAP, CLASS 1 | | | 0036 616-06405 273.000 Mg | 22.00000 6006.00| 32.00000 8736.00| 50.07000 13669.11 RIPRAP, REVETMENT | | | 0037 616-06451 124.000 Mg | 25.00000 3100.00| 41.00000 5084.00| 54.01000 6697.24 RIPRAP, UNIFORM | | | 0038 621-01004 4.000 EACH | 700.00000 2800.00| 446.00000 1784.00| 425.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.000 Mg | 425.00000 425.00| 650.00000 650.00| 642.00000 642.00 FERTILIZER | | | 0040 621-06553 212.000 kg | 8.00000 1696.00| 6.85000 1452.20| 6.76000 1433.12 SEED MIXTURE, R | | | 0041 621-06557 50.000 kg | 9.15000 457.50| 10.90000 545.00| 10.80000 540.00 SEED MIXTURE, T | | | 0042 621-06565 8.000 Mg | 500.00000 4000.00| 495.00000 3960.00| 491.00000 3928.00 MULCHING MATERIAL | | | 0043 621-06567 82.000 kL | 1.00000 82.00| 0.57000 46.74| 0.55000 45.10 WATER | | | 0044 621-06574 1162.000 m2 | 5.00000 5810.00| 3.40000 3950.80| 3.35000 3892.70 SODDING | | | 0045 621-06575 4554.000 m2 | 5.00000 22770.00| 3.40000 15483.60| 3.35000 15255.90 SODDING, NURSERY | | | 0046 622-52436 6.000 EACH | 22.00000 132.00| 26.00000 156.00| 25.00000 150.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 714-93641 47.000 m | 750.00000 35250.00| 640.00000 30080.00| 1069.01000 50243.47 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0048 714-93978 13.500 m | 575.00000 7762.50| 570.00000 7695.00| 1350.33000 18229.46 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 941,016.27 ROUTE : 38 CALL ORDER : 161 CONTRACT ID : R -26816-A COUNTIES : TIPPECANOE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 715-05019 22.500 m | 207.00000 4657.50| 180.00000 4050.00| 315.08000 7089.30 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0050 715-05048 1082.000 m | 9.00000 9738.00| 9.20000 9954.40| 9.10000 9846.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05115 145.000 m | 25.00000 3625.00| 34.00000 4930.00| 12.78000 1853.10 PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0052 715-05125 24.000 m | 190.00000 4560.00| 170.00000 4080.00| 281.32000 6751.68 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0053 715-05151 36.000 m | 127.00000 4572.00| 105.00000 3780.00| 185.67000 6684.12 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0054 715-05152 177.500 m | 132.00000 23430.00| 93.00000 16507.50| 213.80000 37949.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0055 715-05173 18.500 m | 125.00000 2312.50| 142.00000 2627.00| 253.19000 4684.02 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0056 715-05363 22.000 m | 208.00000 4576.00| 195.00000 4290.00| 354.46000 7798.12 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0057 715-05946 2.000 EACH | 955.00000 1910.00| 1250.00000 2500.00| 1125.28000 2250.56 SAFETY METAL END SECTION, 6:1, 525 mm | | | 0058 715-46005 1.000 EACH | 225.00000 225.00| 445.00000 445.00| 731.43000 731.43 PIPE END SECTION, 375 mm | | | 0059 715-46010 1.000 EACH | 295.00000 295.00| 355.00000 355.00| 787.69000 787.69 PIPE END SECTION, 450 mm | | | 0060 715-46020 4.000 EACH | 485.00000 1940.00| 800.00000 3200.00| 872.09000 3488.36 PIPE END SECTION, 600 mm | | | 0061 715-46040 2.000 EACH | 625.00000 1250.00| 900.00000 1800.00| 1575.39000 3150.78 PIPE END SECTION, 900 mm | | | 0062 715-46055 2.000 EACH | 550.00000 1100.00| 700.00000 1400.00| 1209.67000 2419.34 PIPE END SECTION, MIN. AREA .17 m2 | | | 0063 718-06531 6.000 EACH | 2200.00000 13200.00| 425.00000 2550.00| 420.00000 2520.00 OUTLET PROTECTOR, 3 | | | 0064 718-52610 211.000 m3 | 35.00000 7385.00| 26.00000 5486.00| 25.78000 5439.58 AGGREGATE FOR UNDERDRAINS | | | 0065 718-99153 2068.000 m2 | 2.85000 5893.80| 1.55000 3205.40| 1.50000 3102.00 GEOTEXTILES FOR UNDERDRAIN | | | 0066 720-45030 1.000 EACH | 1500.00000 1500.00| 1550.00000 1550.00| 1912.97000 1912.97 INLET, E7 | | | 0067 720-45035 2.000 EACH | 1550.00000 3100.00| 1500.00000 3000.00| 1969.23000 3938.46 INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 941,016.27 ROUTE : 38 CALL ORDER : 161 CONTRACT ID : R -26816-A COUNTIES : TIPPECANOE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 801-04308 6.000 EACH | 325.00000 1950.00| 300.00000 1800.00| 295.00000 1770.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0069 801-06605 14.000 EACH | 135.00000 1890.00| 123.00000 1722.00| 120.00000 1680.00 BARRICADE, IIIA | | | 0070 801-06606 14.000 EACH | 162.00000 2268.00| 150.00000 2100.00| 145.00000 2030.00 BARRICADE, IIIB | | | 0071 801-06625 26.000 EACH | 90.00000 2340.00| 72.00000 1872.00| 70.00000 1820.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0072 801-06640 16.000 EACH | 108.00000 1728.00| 87.00000 1392.00| 85.00000 1360.00 CONSTRUCTION SIGN, A | | | 0073 801-06775 LUMP | 8200.00000 8200.00| 12300.00000 12300.00| 17924.50000 17924.50 MAINTAINING TRAFFIC | | | 0074 802-05701 17.000 m | 40.00000 680.00| 33.00000 561.00| 32.25000 548.25 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0075 802-05702 33.000 m | 24.50000 808.50| 20.80000 686.40| 20.80000 686.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0076 802-76025 1.000 m2 | 325.00000 325.00| 276.00000 276.00| 272.00000 272.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0077 802-76035 5.000 m2 | 195.00000 975.00| 182.00000 910.00| 178.00000 890.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0078 808-06703 2068.000 m | 1.00000 2068.00| 0.82000 1695.76| 0.80000 1654.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0079 808-75245 2215.000 m | 1.00000 2215.00| 0.82000 1816.30| 0.80000 1772.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0080 808-75290 120.000 m | 13.00000 1560.00| 11.20000 1344.00| 11.00000 1320.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0081 808-75297 18.000 m | 15.00000 270.00| 12.00000 216.00| 11.80000 212.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0082 808-75320 6.000 EACH | 80.00000 480.00| 52.00000 312.00| 52.00000 312.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0083 808-75325 3.000 EACH | 98.00000 294.00| 68.00000 204.00| 68.00000 204.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 941,016.27 ROUTE : 38 CALL ORDER : 161 CONTRACT ID : R -26816-A COUNTIES : TIPPECANOE LETTING DATE : 02/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 808-75996 25.000 EACH | 8.00000 200.00| 20.00000 500.00| 5.00000 125.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0085 808-75998 120.000 EACH | 25.00000 3000.00| 18.00000 2160.00| 17.25000 2070.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 898,866.05| $ 937,641.10| $ 1,057,824.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 898,866.05| $ 937,641.10| $ 1,057,824.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 185 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,677,058.15 ROUTE : CITY CALL ORDER : 185 CONTRACT ID : R -27259-B COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/18/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 1,715,605.53 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,756,775.51 102.3997% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,822,330.00 106.2208% ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 30000.00000 30000.00| 34000.00000 34000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1300.00000 15600.00| 1500.00000 18000.00| 2200.00000 26400.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 85000.00000 85000.00| 87800.00000 87800.00| 53501.13000 53501.13 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 34000.00000 34000.00| 75000.00000 75000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0007 203-02000 3519.000 m3 | 34.00000 119646.00| 17.00000 59823.00| 35.00000 123165.00 EXCAVATION, COMMON | | | 0008 203-02070 15.000 m3 | 20.00000 300.00| 100.00000 1500.00| 35.00000 525.00 BORROW | | | 0009 205-06932 32.000 m | 28.50000 912.00| 28.00000 896.00| 27.00000 864.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 8.000 EACH | 74.59000 596.72| 74.00000 592.00| 71.00000 568.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 590.000 m | 5.54000 3268.60| 5.40000 3186.00| 5.30000 3127.00 TEMPORARY SILT FENCE | | | 0012 207-07498 12721.000 m2 | 4.50000 57244.50| 4.50000 57244.50| 3.90000 49611.90 SUBGRADE TREATMENT, TYPE A | | | 0013 211-07454 4278.000 m3 | 15.00000 64170.00| 17.00000 72726.00| 22.00000 94116.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 185 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,677,058.15 ROUTE : CITY CALL ORDER : 185 CONTRACT ID : R -27259-B COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HUNT PAVING COMPANY, INC. |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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 301-07448 516.000 Mg | 23.46000 12105.36| 16.20000 8359.20| 30.00000 15480.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 304-07491 102.000 Mg | 85.25000 8695.50| 80.00000 8160.00| 65.00000 6630.00 HMA PATCHING, TYPE C | | | 0016 306-08033 2187.000 m2 | 3.25000 7107.75| 2.00000 4374.00| 4.50000 9841.50 MILLING, ASPHALT, 25 mm | | | 0017 401-06264 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0018 401-07328 1796.000 Mg | 50.00000 89800.00| 49.00000 88004.00| 60.00000 107760.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0019 401-07398 2890.000 Mg | 38.00000 109820.00| 37.00000 106930.00| 40.00000 115600.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0020 401-07408 4461.000 Mg | 34.00000 151674.00| 33.10000 147659.10| 40.00000 178440.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0021 401-07429 2554.000 Mg | 44.00000 112376.00| 43.10000 110077.40| 40.00000 102160.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OGC19.0 | | | MM | | | 0022 402-07452 1274.000 Mg | 40.00000 50960.00| 38.80000 49431.20| 45.00000 57330.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0023 406-05520 20.000 Mg | 106.56000 2131.20| 100.00000 2000.00| 200.00000 4000.00 ASPHALT FOR TACK COAT | | | 0024 604-07894 60.000 m2 | 110.00000 6600.00| 175.80000 10548.00| 80.00000 4800.00 CURB RAMP, CONCRETE, A | | | 0025 604-07896 56.000 m2 | 120.42000 6743.52| 177.15000 9920.40| 80.00000 4480.00 CURB RAMP, CONCRETE, B | | | 0026 604-07902 80.000 m2 | 150.00000 12000.00| 185.00000 14800.00| 80.00000 6400.00 CURB RAMP, CONCRETE, H | | | 0027 604-91531 1823.000 m2 | 25.95000 47306.85| 32.75000 59703.25| 35.00000 63805.00 SIDEWALK, CONCRETE, 100 mm | | | 0028 605-05524 2.000 m | 532.78000 1065.56| 500.00000 1000.00| 750.00000 1500.00 CENTER CURB, A, HMA | | | 0029 605-06150 1678.000 m | 44.01000 73848.78| 41.00000 68798.00| 40.00000 67120.00 CURB AND GUTTER, C, CONCRETE | | | 0030 605-06155 100.000 m | 84.48000 8448.00| 97.70000 9770.00| 40.00000 4000.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0031 611-05330 1670.000 m2 | 40.69000 67952.30| 45.70000 76319.00| 40.00000 66800.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 615-06505 6.000 EACH | 426.23000 2557.38| 420.00000 2520.00| 400.00000 2400.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 185 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,677,058.15 ROUTE : CITY CALL ORDER : 185 CONTRACT ID : R -27259-B COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HUNT PAVING COMPANY, INC. |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 615-06527 2.000 EACH | 319.67000 639.34| 315.00000 630.00| 300.00000 600.00 MONUMENT, SECTION CORNER | | | 0034 621-06567 351.000 kL | 1.07000 375.57| 1.05000 368.55| 1.00000 351.00 WATER | | | 0035 621-06575 19371.000 m2 | 2.96000 57338.16| 2.90000 56175.90| 2.80000 54238.80 SODDING, NURSERY | | | 0036 715-05048 1747.000 m | 7.56000 13207.32| 9.40000 16421.80| 9.10000 15897.70 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0037 715-05053 4.000 m | 72.12000 288.48| 51.45000 205.80| 50.00000 200.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0038 715-05149 740.000 m | 89.98000 66585.20| 80.00000 59200.00| 85.00000 62900.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0039 715-05151 199.000 m | 103.09000 20514.91| 131.00000 26069.00| 130.00000 25870.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0040 715-05152 58.000 m | 111.99000 6495.42| 113.00000 6554.00| 140.00000 8120.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0041 715-05154 110.000 m | 158.06000 17386.60| 219.00000 24090.00| 200.00000 22000.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0042 715-05156 660.000 m | 182.00000 120120.00| 190.00000 125400.00| 250.00000 165000.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0043 715-05168 40.000 m | 91.42000 3656.80| 138.00000 5520.00| 85.00000 3400.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0044 715-46000 7.000 EACH | 147.05000 1029.35| 217.00000 1519.00| 250.00000 1750.00 PIPE END SECTION, 300 mm | | | 0045 715-46005 1.000 EACH | 147.05000 147.05| 189.00000 189.00| 280.00000 280.00 PIPE END SECTION, 375 mm | | | 0046 715-46030 1.000 EACH | 852.45000 852.45| 420.00000 420.00| 530.00000 530.00 PIPE END SECTION, 750 mm | | | 0047 718-06531 1.000 EACH | 690.56000 690.56| 682.50000 682.50| 660.00000 660.00 OUTLET PROTECTOR, 3 | | | 0048 718-06532 1000.000 m | 3.20000 3200.00| 3.50000 3500.00| 3.40000 3400.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0049 718-52610 396.000 m3 | 41.24000 16331.04| 43.05000 17047.80| 41.00000 16236.00 AGGREGATE FOR UNDERDRAINS | | | 0050 718-99153 3427.000 m2 | 1.64000 5620.28| 2.00000 6854.00| 1.80000 6168.60 GEOTEXTILES FOR UNDERDRAIN | | | 0051 720-04666 1.000 EACH | 1139.98000 1139.98| 1549.00000 1549.00| 1800.00000 1800.00 CATCH BASIN M13 | | | 0052 720-44000 7.000 EACH | 316.50000 2215.50| 265.00000 1855.00| 400.00000 2800.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 185 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,677,058.15 ROUTE : CITY CALL ORDER : 185 CONTRACT ID : R -27259-B COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HUNT PAVING COMPANY, INC. |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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 720-45030 1.000 EACH | 950.04000 950.04| 1040.00000 1040.00| 1300.00000 1300.00 INLET, E7 | | | 0054 720-45045 8.000 EACH | 1189.79000 9518.32| 1326.00000 10608.00| 1600.00000 12800.00 INLET, J10 | | | 0055 720-45055 5.000 EACH | 1189.79000 5948.95| 1362.00000 6810.00| 1600.00000 8000.00 INLET, M10 | | | 0056 720-45250 1.000 EACH | 1309.13000 1309.13| 1431.00000 1431.00| 1700.00000 1700.00 CATCH BASIN, K10 | | | 0057 720-45270 7.000 EACH | 861.80000 6032.60| 773.00000 5411.00| 1100.00000 7700.00 PIPE CATCH BASIN, 450 mm | | | 0058 720-45410 3.000 EACH | 1806.15000 5418.45| 2362.00000 7086.00| 2300.00000 6900.00 MANHOLE, C4 | | | 0059 720-95409 1.000 EACH | 2689.08000 2689.08| 3246.00000 3246.00| 3400.00000 3400.00 MANHOLE, J4, MODIFIED | | | 0060 720-95422 4.000 EACH | 2689.08000 10756.32| 3354.00000 13416.00| 3500.00000 14000.00 MANHOLE, J4 | | | 0061 720-98555 2.000 EACH | 1579.79000 3159.58| 1960.00000 3920.00| 2100.00000 4200.00 INLET, C15 | | | 0062 720-98687 3.000 EACH | 1272.11000 3816.33| 1400.00000 4200.00| 1700.00000 5100.00 CATCH BASIN, M10 | | | 0063 720-99417 2.000 EACH | 1700.20000 3400.40| 2120.00000 4240.00| 2100.00000 4200.00 CATCH BASIN, C15 | | | 0064 801-04308 4.000 EACH | 159.83000 639.32| 157.50000 630.00| 100.00000 400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06203 4484.000 m | 0.28000 1255.52| 0.27000 1210.68| 0.65000 2914.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0066 801-06207 447.000 m | 3.20000 1430.40| 3.15000 1408.05| 4.00000 1788.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06218 18.000 m | 20.41000 367.38| 20.11000 361.98| 20.00000 360.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0068 801-06625 21.000 EACH | 72.46000 1521.66| 71.40000 1499.40| 61.00000 1281.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 4.000 EACH | 100.16000 400.64| 98.00000 392.00| 91.00000 364.00 CONSTRUCTION SIGN, A | | | 0070 801-06710 180.000 DAY | 11.72000 2109.60| 7.35000 1323.00| 13.00000 2340.00 FLASHING ARROW SIGN | | | 0071 801-06775 LUMP | 32000.00000 32000.00| 50483.00000 50483.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 185 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,677,058.15 ROUTE : CITY CALL ORDER : 185 CONTRACT ID : R -27259-B COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HUNT PAVING COMPANY, INC. |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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 801-07119 32.000 m | 29.30000 937.60| 28.80000 921.60| 20.00000 640.00 BARRICADE, III-B | | | 0073 805-01815 4.000 EACH | 1843.43000 7373.72| 1816.50000 7266.00| 1900.00000 7600.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0074 805-01842 4.000 EACH | 873.76000 3495.04| 871.50000 3486.00| 750.00000 3000.00 HANDHOLE, SIGNAL | | | 0075 805-01844 200.000 m | 44.75000 8950.00| 15.40000 3080.00| 44.00000 8800.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0076 805-02152 8.000 EACH | 484.83000 3878.64| 477.75000 3822.00| 380.00000 3040.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0077 805-02457 16.000 EACH | 554.09