INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,539,114.52 ROUTE : 46 CALL ORDER : 211 CONTRACT ID : R -27141-A COUNTIES : MONROE LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR 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 35-1473652 SLUSSER`S GREEN THUMB, INC. $ 1,421,191.65 100.0000% ==================================================================================================================================== |( 1 ) 35-1473652 |( ) |( ) |SLUSSER`S GREEN THUMB, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP | 12690.00000 12690.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1300.00000 15600.00| | FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 20400.00000 20400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 621-02318 64.000 LBS | 133.00000 8512.00| | SEED MIXTURE, PRAIRIE GRASS , ANNUAL MI | | | 0007 621-02318 60.000 LBS | 480.00000 28800.00| | SEED MIXTURE, PRAIRIE GRASS , DITCH MIX | | | 0008 621-02318 378.000 LBS | 268.00000 101304.00| | SEED MIXTURE, PRAIRIE GRASS , DRY | | | PRAIRIE MIX | | | 0009 621-06567 5335.000 kGAL | 55.00000 293425.00| | WATER | | | 0010 621-06776 4000.000 SYS | 2.25000 9000.00| | WARRANTED EROSION CONTROL SLOPES | | | 0011 621-07189 2790.000 CYS | 79.00000 220410.00| | COMPOST SOIL MULCH | | | 0012 621-07642 500.000 CYS | 77.00000 38500.00| | SOIL PREPARATION | | | 0013 622-05605 96.000 EACH | 9.85000 945.60| | PLANT, ANNUAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,539,114.52 ROUTE : 46 CALL ORDER : 211 CONTRACT ID : R -27141-A COUNTIES : MONROE LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1473652 |( ) |( ) |SLUSSER`S GREEN THUMB, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 622-05626 248.000 EACH | 430.00000 106640.00| | PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. | | | 0015 622-05638 1108.000 EACH | 18.00000 19944.00| | PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0016 622-05640 571.000 EACH | 43.50000 24838.50| | PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0017 622-05641 364.000 EACH | 48.50000 17654.00| | PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0018 622-05643 91.000 EACH | 240.00000 21840.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, 48 | | | IN. OR UNDER | | | 0019 622-05645 673.000 EACH | 350.00000 235550.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 72 TO 96 IN. | | | 0020 622-05647 11.000 EACH | 565.00000 6215.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 120 IN. | | | 0021 622-05648 62.000 EACH | 260.00000 16120.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0022 622-05649 240.000 EACH | 350.00000 84000.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0023 622-05650 57.000 EACH | 400.00000 22800.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0024 622-05651 192.000 EACH | 515.00000 98880.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0025 622-05654 167.000 EACH | 19.65000 3281.55| | PLANT, PERENNIAL | | | 0026 622-52436 15.000 EACH | 30.00000 450.00| | SIGN, DO NOT MOW OR SPRAY | | | 0027 801-06640 8.000 EACH | 450.00000 3600.00| | CONSTRUCTION SIGN, A | | | 0028 801-06645 4.000 EACH | 85.00000 340.00| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 211 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,539,114.52 ROUTE : 46 CALL ORDER : 211 CONTRACT ID : R -27141-A COUNTIES : MONROE LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1473652 |( ) |( ) |SLUSSER`S GREEN THUMB, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 801-06710 20.000 DAY | 50.00000 1000.00| | FLASHING ARROW SIGN | | | 0030 801-06775 LUMP | 8000.00000 8000.00| | MAINTAINING TRAFFIC | | | 0031 802-04893 15.000 EACH | 30.00000 450.00| | REFERENCE POST | | | SECTION TOTALS | $ 1,421,191.65| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,421,191.65| $ | $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,483.56 ROUTE : 32 CALL ORDER : 221 CONTRACT ID : R -27195-B COUNTIES : HAMILTON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/25/06 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. $ 1,153,242.71 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION IRREGULAR BID $ 1,174,420.20 101.8363% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 1,177,517.54 102.1049% ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-0999231 |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 21750.00000 21750.00| 20000.00000 20000.00| 22000.00000 22000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1800.00000 21600.00| 2300.00000 27600.00| 1600.00000 19200.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 60000.00000 60000.00| 56508.80000 56508.80| 57000.00000 57000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 30000.00000 30000.00| 15000.00000 15000.00| 23000.00000 23000.00 CLEARING RIGHT OF WAY | | | 0008 202-02271 12.000 EACH | 450.00000 5400.00| 250.00000 3000.00| 103.21000 1238.52 HEADWALL, REMOVE | | | 0009 202-74035 13.000 EACH | 150.00000 1950.00| 200.00000 2600.00| 54.27000 705.51 SIGN, REMOVE | | | 0010 202-91385 3.000 EACH | 280.00000 840.00| 700.00000 2100.00| 113.82000 341.46 INLET, REMOVE | | | 0011 202-96133 178.000 m | 30.00000 5340.00| 56.00000 9968.00| 16.67000 2967.26 PIPE, REMOVE | | | 0012 203-02000 8846.000 m3 | 22.75000 201246.50| 22.00000 194612.00| 21.50000 190189.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,483.56 ROUTE : 32 CALL ORDER : 221 CONTRACT ID : R -27195-B COUNTIES : HAMILTON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-0999231 |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06932 200.000 m | 23.00000 4600.00| 24.00000 4800.00| 26.05000 5210.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 2.000 EACH | 70.00000 140.00| 75.00000 150.00| 72.00000 144.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06936 15.000 Mg | 36.00000 540.00| 46.00000 690.00| 56.47000 847.05 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 519.000 m | 3.70000 1920.30| 4.00000 2076.00| 4.82000 2501.58 TEMPORARY SILT FENCE | | | 0017 207-08268 12827.000 m2 | 15.30000 196253.10| 14.25000 182784.75| 16.03000 205616.81 SUBGRADE TREATMENT, TYPE IV | | | 0018 211-07454 183.000 m3 | 14.00000 2562.00| 18.00000 3294.00| 30.05000 5499.15 STRUCTURE BACKFILL | | | 0019 301-07448 3463.000 Mg | 16.00000 55408.00| 21.00000 72723.00| 20.48000 70922.24 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-07449 18.000 Mg | 45.00000 810.00| 52.00000 936.00| 29.76000 535.68 COMPACTED AGGREGATE, NO. 73 | | | 0021 304-07490 23.000 Mg | 93.00000 2139.00| 100.00000 2300.00| 161.70000 3719.10 HMA PATCHING, TYPE B | | | 0022 306-08033 5200.000 m2 | 1.80000 9360.00| 3.00000 15600.00| 2.04000 10608.00 MILLING, ASPHALT, 25 mm | | | 0023 401-07320 488.000 Mg | 48.00000 23424.00| 57.00000 27816.00| 49.93000 24365.84 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0024 401-07333 360.000 Mg | 50.00000 18000.00| 59.00000 21240.00| 53.19000 19148.40 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0025 401-07335 688.000 Mg | 62.00000 42656.00| 55.00000 37840.00| 65.13000 44809.44 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0026 401-07402 600.000 Mg | 52.00000 31200.00| 49.00000 29400.00| 54.27000 32562.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07404 990.000 Mg | 45.00000 44550.00| 42.00000 41580.00| 46.67000 46203.30 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0028 401-07406 854.000 Mg | 39.00000 33306.00| 46.00000 39284.00| 41.00000 35014.00 QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0029 401-07407 1917.000 Mg | 40.00000 76680.00| 43.00000 82431.00| 42.00000 80514.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0030 401-07409 1170.000 Mg | 42.00000 49140.00| 43.00000 50310.00| 43.42000 50801.40 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0031 401-07429 537.000 Mg | 51.00000 27387.00| 48.00000 25776.00| 53.19000 28563.03 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,483.56 ROUTE : 32 CALL ORDER : 221 CONTRACT ID : R -27195-B COUNTIES : HAMILTON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-0999231 |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 404-05511 4289.000 m2 | 1.80000 7720.20| 2.70000 11580.30| 1.80000 7720.20 SEAL COAT, 2 | | | 0033 406-05520 10.000 Mg | 100.00000 1000.00| 213.00000 2130.00| 108.55000 1085.50 ASPHALT FOR TACK COAT | | | 0034 610-07486 168.000 Mg | 75.00000 12600.00| 110.00000 18480.00| 81.41000 13676.88 HMA FOR APPROACHES, TYPE A | | | 0035 611-06497 10.000 EACH | 185.00000 1850.00| 190.00000 1900.00| 200.81000 2008.10 MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 22.000 EACH | 122.00000 2684.00| 130.00000 2860.00| 132.43000 2913.46 RIGHT OF WAY MARKER | | | 0037 615-06505 2.000 EACH | 545.00000 1090.00| 580.00000 1160.00| 591.57000 1183.14 MONUMENT, B | | | 0038 615-06527 2.000 EACH | 480.00000 960.00| 510.00000 1020.00| 521.02000 1042.04 MONUMENT, SECTION CORNER | | | 0039 616-02320 6.000 m2 | 23.00000 138.00| 18.00000 108.00| 4.07000 24.42 GEOTEXTILES | | | 0040 616-06405 4.000 Mg | 170.00000 680.00| 67.00000 268.00| 87.04000 348.16 RIPRAP, REVETMENT | | | 0041 621-01004 1.000 EACH | 450.00000 450.00| 480.00000 480.00| 475.00000 475.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06545 1.000 Mg | 680.00000 680.00| 730.00000 730.00| 700.00000 700.00 FERTILIZER | | | 0043 621-06553 297.000 kg | 5.70000 1692.90| 6.00000 1782.00| 6.48000 1924.56 SEED MIXTURE, R | | | 0044 621-06565 7.000 Mg | 400.00000 2800.00| 425.00000 2975.00| 470.00000 3290.00 MULCHING MATERIAL | | | 0045 621-06567 52.000 kL | 1.00000 52.00| 1.00000 52.00| 5.43000 282.36 WATER | | | 0046 621-06574 508.000 m2 | 5.25000 2667.00| 3.20000 1625.60| 3.50000 1778.00 SODDING | | | 0047 621-06575 2475.000 m2 | 4.25000 10518.75| 3.20000 7920.00| 3.50000 8662.50 SODDING, NURSERY | | | 0048 715-05053 39.000 m | 50.00000 1950.00| 33.00000 1287.00| 73.02000 2847.78 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0049 715-05119 13.000 m | 180.00000 2340.00| 161.00000 2093.00| 118.79000 1544.27 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0050 715-05169 72.000 m | 120.00000 8640.00| 160.00000 11520.00| 124.10000 8935.20 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,483.56 ROUTE : 32 CALL ORDER : 221 CONTRACT ID : R -27195-B COUNTIES : HAMILTON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-0999231 |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 715-05171 8.000 m | 140.00000 1120.00| 163.00000 1304.00| 152.83000 1222.64 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0052 715-05203 440.000 m | 10.66000 4690.40| 19.00000 8360.00| 16.29000 7167.60 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0053 715-05228 111.000 m | 180.00000 19980.00| 164.00000 18204.00| 153.68000 17058.48 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0054 715-05597 6.000 m | 290.00000 1740.00| 225.00000 1350.00| 485.53000 2913.18 PIPE EXTENSION, CIRCULAR, 600 mm | | | 0055 715-05697 56.000 m | 150.00000 8400.00| 155.00000 8680.00| 107.64000 6027.84 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 300 mm | | | 0056 715-46005 18.000 EACH | 300.00000 5400.00| 300.00000 5400.00| 278.13000 5006.34 PIPE END SECTION, 375 mm | | | 0057 715-46010 2.000 EACH | 360.00000 720.00| 325.00000 650.00| 298.05000 596.10 PIPE END SECTION, 450 mm | | | 0058 715-46020 2.000 EACH | 425.00000 850.00| 375.00000 750.00| 576.61000 1153.22 PIPE END SECTION, 600 mm | | | 0059 715-46050 6.000 EACH | 480.00000 2880.00| 600.00000 3600.00| 566.61000 3399.66 PIPE END SECTION, MIN. AREA .15 m2 | | | 0060 718-06528 5.000 EACH | 675.00000 3375.00| 750.00000 3750.00| 768.13000 3840.65 OUTLET PROTECTOR, 1 | | | 0061 718-52610 101.000 m3 | 39.60000 3999.60| 55.00000 5555.00| 46.42000 4688.42 AGGREGATE FOR UNDERDRAINS | | | 0062 720-45510 4.000 EACH | 1700.00000 6800.00| 2500.00000 10000.00| 2046.07000 8184.28 MANHOLE, C4, MODIFIED | | | 0063 720-91051 2.000 EACH | 1400.00000 2800.00| 1600.00000 3200.00| 1350.84000 2701.68 INLET, A , MODIFIED, WITH GRATE | | | 0064 801-04308 4.000 EACH | 275.00000 1100.00| 150.00000 600.00| 217.09000 868.36 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06203 1015.000 m | 1.33000 1349.95| 1.75000 1776.25| 2.00000 2030.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0066 801-06216 18.000 m | 7.00000 126.00| 10.75000 193.50| 11.00000 198.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0067 801-06640 12.000 EACH | 144.00000 1728.00| 110.00000 1320.00| 110.00000 1320.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 24.000 EACH | 55.00000 1320.00| 32.00000 768.00| 51.02000 1224.48 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 221 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,483.56 ROUTE : 32 CALL ORDER : 221 CONTRACT ID : R -27195-B COUNTIES : HAMILTON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-0999231 |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 801-06775 LUMP | 39791.80000 39791.80| 36000.00000 36000.00| 44000.00000 44000.00 MAINTAINING TRAFFIC | | | 0070 801-07118 97.000 m | 7.77000 753.69| 21.00000 2037.00| 39.08000 3790.76 BARRICADE, III-A | | | 0071 801-07119 11.000 m | 8.96000 98.56| 13.00000 143.00| 39.08000 429.88 BARRICADE, III-B | | | 0072 802-05701 24.000 m | 37.00000 888.00| 40.00000 960.00| 40.16000 963.84 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0073 802-05702 49.000 m | 23.00000 1127.00| 24.00000 1176.00| 24.97000 1223.53 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0074 802-76025 3.000 m2 | 234.00000 702.00| 250.00000 750.00| 254.00000 762.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0075 802-76035 2.000 m2 | 238.00000 476.00| 250.00000 500.00| 258.34000 516.68 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0076 802-76040 1.000 m2 | 190.00000 190.00| 200.00000 200.00| 206.24000 206.24 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0077 805-96014 50.000 m | 10.00000 500.00| 75.00000 3750.00| 4.34000 217.00 SAW CUT, FULL DEPTH | | | 0078 808-06703 2608.000 m | 1.18000 3077.44| 1.00000 2608.00| 1.00000 2608.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0079 808-75245 2208.000 m | 1.18000 2605.44| 1.00000 2208.00| 1.00000 2208.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0080 808-75278 138.000 m | 5.05000 696.90| 5.25000 724.50| 5.25000 724.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0081 808-75290 62.000 m | 10.25000 635.50| 10.75000 666.50| 10.50000 651.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0082 808-75297 28.000 m | 10.56000 295.68| 10.75000 301.00| 10.50000 294.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0083 808-75320 15.000 EACH | 44.00000 660.00| 64.00000 960.00| 62.00000 930.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 221 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,483.56 ROUTE : 32 CALL ORDER : 221 CONTRACT ID : R -27195-B COUNTIES : HAMILTON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-0999231 |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 808-75325 8.000 EACH | 75.00000 600.00| 90.00000 720.00| 87.00000 696.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0085 808-75996 54.000 EACH | 10.00000 540.00| 15.00000 810.00| 16.28000 879.12 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0086 808-75998 76.000 EACH | 33.00000 2508.00| 27.00000 2052.00| 28.22000 2144.72 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,153,242.71| $ 1,174,420.20| $ 1,177,517.54 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,153,242.71| $ 1,174,420.20| $ 1,177,517.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 41 CALL ORDER : 231 CONTRACT ID : R -27374-A COUNTIES : VIGO LETTING DATE : 09/14/05 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. $ 627,859.01 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 245 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 590,411.65 ROUTE : CALL ORDER : 245 CONTRACT ID : R -27517-D COUNTIES : DEARBORN LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/17/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 583,095.00 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 583,528.25 100.0743% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 588,454.94 100.9192% 4 35-1996475 C & H/M EXCAVATING, INC. $ 627,390.00 107.5965% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 647,984.00 111.1284% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2070195 |( 3 ) 35-1817530 |O`MARA, DAVE CONTRACTOR |ALPHA EXCAVATING & LANDSCAPI |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 STREETSCAPE | | | 0001 105-06845 LUMP | 5900.00000 5900.00| 13500.00000 13500.00| 10700.00000 10700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1100.00000 11000.00| 1600.00000 16000.00| 1500.00000 15000.00 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 | 28950.00000 28950.00| 20000.00000 20000.00| 29500.00000 29500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-01000 LUMP | 2400.00000 2400.00| 11250.00000 11250.00| 23600.00000 23600.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0007 202-01502 11.000 EACH | 295.00000 3245.00| 50.00000 550.00| 100.00000 1100.00 LIGHT STANDARD, REMOVE | | | 0008 202-02240 200.000 SYS | 7.00000 1400.00| 10.00000 2000.00| 27.00000 5400.00 PAVEMENT REMOVAL | | | 0009 202-02278 1643.000 LFT | 4.00000 6572.00| 7.50000 12322.50| 3.80000 6243.40 CURB, CONCRETE, REMOVE | | | 0010 202-02772 3.000 EACH | 95.00000 285.00| 750.00000 2250.00| 120.00000 360.00 CASTING, REMOVE | | | 0011 202-03875 1.000 EACH | 800.00000 800.00| 1500.00000 1500.00| 600.00000 600.00 CONCRETE STEPS, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 245 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 590,411.65 ROUTE : CALL ORDER : 245 CONTRACT ID : R -27517-D COUNTIES : DEARBORN LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2070195 |( 3 ) 35-1817530 |O`MARA, DAVE CONTRACTOR |ALPHA EXCAVATING & LANDSCAPI |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-52710 2048.000 SYS | 7.00000 14336.00| 11.50000 23552.00| 10.00000 20480.00 SIDEWALK, CONCRETE, REMOVE | | | 0013 202-74035 11.000 EACH | 375.00000 4125.00| 50.00000 550.00| 240.00000 2640.00 SIGN, REMOVE | | | 0014 210-04181 2.000 EACH | 475.00000 950.00| 1000.00000 2000.00| 850.00000 1700.00 BICYCLE RACK | | | 0015 210-06793 1.000 EACH | 1900.00000 1900.00| 2700.00000 2700.00| 1000.00000 1000.00 CANOPY , EXISTING, PROTECT | | | 0016 210-08329 33.000 LFT | 465.00000 15345.00| 220.00000 7260.00| 305.00000 10065.00 FLUSH GRANITE BAND | | | 0017 211-02050 3.000 CYS | 88.00000 264.00| 50.00000 150.00| 150.00000 450.00 B BORROW | | | 0018 301-07448 85.000 TON | 25.00000 2125.00| 21.00000 1785.00| 85.00000 7225.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-04489 11.000 TON | 25.00000 275.00| 19.00000 209.00| 45.00000 495.00 COMPACTED CRUSHED AGGREGATE, 8 | | | 0020 303-07662 141.000 TON | 25.00000 3525.00| 19.00000 2679.00| 35.00000 4935.00 STONE | | | 0021 402-07432 51.000 TON | 85.00000 4335.00| 90.00000 4590.00| 230.00000 11730.00 HMA SURFACE, TYPE A | | | 0022 402-07435 77.000 TON | 75.00000 5775.00| 75.00000 5775.00| 190.00000 14630.00 HMA INTERMEDIATE, TYPE A | | | 0023 604-04740 758.000 SFT | 73.00000 55334.00| 47.00000 35626.00| 46.00000 34868.00 PAVERS , BLUESTONES | | | 0024 604-04740 192.000 SFT | 77.00000 14784.00| 45.00000 8640.00| 75.00000 14400.00 PAVERS , GRANITE, RAMP | | | 0025 604-06070 1786.000 SYS | 39.00000 69654.00| 45.75000 81709.50| 32.00000 57152.00 SIDEWALK, CONCRETE | | | 0026 604-07894 116.000 SYS | 147.00000 17052.00| 124.25000 14413.00| 42.00000 4872.00 CURB RAMP, CONCRETE, A | | | 0027 604-44251 1.000 CYS | 575.00000 575.00| 750.00000 750.00| 850.00000 850.00 STEPS, CONCRETE | | | 0028 604-90256 275.000 SYS | 42.00000 11550.00| 49.75000 13681.25| 44.00000 12100.00 SIDEWALK, CONCRETE, 6 IN. | | | 0029 605-03647 163.000 LFT | 315.00000 51345.00| 260.00000 42380.00| 270.00000 44010.00 CURB, GRANITE | | | 0030 605-06090 1455.000 LFT | 25.00000 36375.00| 30.00000 43650.00| 28.00000 40740.00 CURB, INTEGRAL, CONCRETE | | | 0031 611-03671 4.000 EACH | 675.00000 2700.00| 750.00000 3000.00| 950.00000 3800.00 TRASH RECEPTACLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 245 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 590,411.65 ROUTE : CALL ORDER : 245 CONTRACT ID : R -27517-D COUNTIES : DEARBORN LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2070195 |( 3 ) 35-1817530 |O`MARA, DAVE CONTRACTOR |ALPHA EXCAVATING & LANDSCAPI |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 622-03948 25.000 EACH | 649.00000 16225.00| 650.00000 16250.00| 600.00000 15000.00 PLANTER , CAST STONE | | | 0033 622-04648 8.000 EACH | 995.00000 7960.00| 925.00000 7400.00| 1100.00000 8800.00 TREE GRATE | | | 0034 622-05651 8.000 EACH | 475.00000 3800.00| 530.00000 4240.00| 490.00000 3920.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0035 715-04629 1.000 EACH | 2497.00000 2497.00| 1500.00000 1500.00| 180.00000 180.00 PIPE , CONCRETE FILLED, EXISTING, REMOV | | | 0036 715-90714 29.000 LFT | 74.00000 2146.00| 6.00000 174.00| 50.00000 1450.00 PIPE, PVC, 12 IN. | | | 0037 715-91361 100.000 LFT | 24.00000 2400.00| 3.50000 350.00| 20.00000 2000.00 PIPE, PVC, 6 IN. | | | 0038 720-01894 3.000 EACH | 495.00000 1485.00| 500.00000 1500.00| 680.00000 2040.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0039 720-44000 25.000 EACH | 247.00000 6175.00| 300.00000 7500.00| 200.00000 5000.00 CASTING, ADJUST TO GRADE | | | 0040 720-44010 2.000 EACH | 654.00000 1308.00| 525.00000 1050.00| 1000.00000 2000.00 CASTING, 1, FURNISH AND ADJUST TO GRADE | | | 0041 720-91051 2.000 EACH | 1195.00000 2390.00| 1500.00000 3000.00| 1600.00000 3200.00 INLET, A | | | 0042 801-06775 LUMP | 8400.00000 8400.00| 15000.00000 15000.00| 14500.00000 14500.00 MAINTAINING TRAFFIC | | | 0043 802-04642 22.000 EACH | 1522.00000 33484.00| 1375.00000 30250.00| 1430.90000 31479.80 SHEET SIGN AND POSTS | | | 0044 807-02823 3.000 EACH | 1000.00000 3000.00| 435.00000 1305.00| 926.14000 2778.42 LIGHT POLE, WOOD, RELOCATE | | | 0045 807-03738 20.000 EACH | 4900.00000 98000.00| 4860.00000 97200.00| 4393.43000 87868.60 LIGHT POLE ASSEMBLY, STREET | | | 0046 807-03738 4.000 EACH | 4950.00000 19800.00| 5080.00000 20320.00| 6626.43000 26505.72 LIGHT POLE ASSEMBLY, STREET WITH STREET | | | SIGN | | | 0047 808-02066 620.000 LFT | 1.85000 1147.00| 3.25000 2015.00| 1.75000 1085.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID WHITE CROSSHATCH LINE, 6 IN. | | | SECTION TOTALS | $ 583,095.00| $ 583,528.25| $ 588,454.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 583,095.00| $ 583,528.25| $ 588,454.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 245 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 590,411.65 ROUTE : CALL ORDER : 245 CONTRACT ID : R -27517-D COUNTIES : DEARBORN LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1996475 |( 5 ) 35-0999231 |( ) |C & H/M EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 STREETSCAPE | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 13000.00000 13000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2400.00000 24000.00| 1750.00000 17500.00| 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 | 25767.14000 25767.14| 27000.00000 27000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-01000 LUMP | 4500.00000 4500.00| 16000.00000 16000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0007 202-01502 11.000 EACH | 300.00000 3300.00| 314.00000 3454.00| LIGHT STANDARD, REMOVE | | | 0008 202-02240 200.000 SYS | 29.12000 5824.00| 24.00000 4800.00| PAVEMENT REMOVAL | | | 0009 202-02278 1643.000 LFT | 10.13000 16643.59| 7.00000 11501.00| CURB, CONCRETE, REMOVE | | | 0010 202-02772 3.000 EACH | 300.00000 900.00| 274.00000 822.00| CASTING, REMOVE | | | 0011 202-03875 1.000 EACH | 800.00000 800.00| 593.00000 593.00| CONCRETE STEPS, REMOVE | | | 0012 202-52710 2048.000 SYS | 14.77000 30248.96| 15.00000 30720.00| SIDEWALK, CONCRETE, REMOVE | | | 0013 202-74035 11.000 EACH | 65.00000 715.00| 340.00000 3740.00| SIGN, REMOVE | | | 0014 210-04181 2.000 EACH | 1895.00000 3790.00| 828.00000 1656.00| BICYCLE RACK | | | 0015 210-06793 1.000 EACH | 3000.00000 3000.00| 434.00000 434.00| CANOPY , EXISTING, PROTECT | | | 0016 210-08329 33.000 LFT | 253.00000 8349.00| 400.00000 13200.00| FLUSH GRANITE BAND | | | 0017 211-02050 3.000 CYS | 20.00000 60.00| 43.00000 129.00| B BORROW | | | 0018 301-07448 85.000 TON | 25.80000 2193.00| 83.00000 7055.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 245 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 590,411.65 ROUTE : CALL ORDER : 245 CONTRACT ID : R -27517-D COUNTIES : DEARBORN LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1996475 |( 5 ) 35-0999231 |( ) |C & H/M EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 303-04489 11.000 TON | 28.00000 308.00| 125.00000 1375.00| COMPACTED CRUSHED AGGREGATE, 8 | | | 0020 303-07662 141.000 TON | 24.00000 3384.00| 83.00000 11703.00| STONE | | | 0021 402-07432 51.000 TON | 277.96000 14175.96| 191.00000 9741.00| HMA SURFACE, TYPE A | | | 0022 402-07435 77.000 TON | 221.38000 17046.26| 134.00000 10318.00| HMA INTERMEDIATE, TYPE A | | | 0023 604-04740 758.000 SFT | 46.00000 34868.00| 36.00000 27288.00| PAVERS , BLUESTONES | | | 0024 604-04740 192.000 SFT | 78.25000 15024.00| 65.00000 12480.00| PAVERS , GRANITE, RAMP | | | 0025 604-06070 1786.000 SYS | 43.46000 77619.56| 51.00000 91086.00| SIDEWALK, CONCRETE | | | 0026 604-07894 116.000 SYS | 61.00000 7076.00| 127.00000 14732.00| CURB RAMP, CONCRETE, A | | | 0027 604-44251 1.000 CYS | 1000.00000 1000.00| 845.00000 845.00| STEPS, CONCRETE | | | 0028 604-90256 275.000 SYS | 54.84000 15081.00| 54.00000 14850.00| SIDEWALK, CONCRETE, 6 IN. | | | 0029 605-03647 163.000 LFT | 301.00000 49063.00| 335.00000 54605.00| CURB, GRANITE | | | 0030 605-06090 1455.000 LFT | 21.47000 31238.85| 12.00000 17460.00| CURB, INTEGRAL, CONCRETE | | | 0031 611-03671 4.000 EACH | 782.00000 3128.00| 851.00000 3404.00| TRASH RECEPTACLE | | | 0032 622-03948 25.000 EACH | 600.00000 15000.00| 673.00000 16825.00| PLANTER , CAST STONE | | | 0033 622-04648 8.000 EACH | 2525.00000 20200.00| 1624.00000 12992.00| TREE GRATE | | | 0034 622-05651 8.000 EACH | 650.00000 5200.00| 624.00000 4992.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0035 715-04629 1.000 EACH | 550.00000 550.00| 773.00000 773.00| PIPE , CONCRETE FILLED, EXISTING, REMOV | | | 0036 715-90714 29.000 LFT | 27.32000 792.28| 67.00000 1943.00| PIPE, PVC, 12 IN. | | | 0037 715-91361 100.000 LFT | 25.40000 2540.00| 30.00000 3000.00| PIPE, PVC, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 245 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 590,411.65 ROUTE : CALL ORDER : 245 CONTRACT ID : R -27517-D COUNTIES : DEARBORN LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1996475 |( 5 ) 35-0999231 |( ) |C & H/M EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 720-01894 3.000 EACH | 620.00000 1860.00| 614.00000 1842.00| CASTING, FURNISH AND ADJUST TO GRADE | | | 0039 720-44000 25.000 EACH | 240.00000 6000.00| 523.00000 13075.00| CASTING, ADJUST TO GRADE | | | 0040 720-44010 2.000 EACH | 612.00000 1224.00| 546.00000 1092.00| CASTING, 1, FURNISH AND ADJUST TO GRADE | | | 0041 720-91051 2.000 EACH | 529.00000 1058.00| 1472.00000 2944.00| INLET, A | | | 0042 801-06775 LUMP | 37500.00000 37500.00| 10440.00000 10440.00| MAINTAINING TRAFFIC | | | 0043 802-04642 22.000 EACH | 990.00000 21780.00| 669.00000 14718.00| SHEET SIGN AND POSTS | | | 0044 807-02823 3.000 EACH | 900.00000 2700.00| 777.00000 2331.00| LIGHT POLE, WOOD, RELOCATE | | | 0045 807-03738 20.000 EACH | 3942.00000 78840.00| 5669.00000 113380.00| LIGHT POLE ASSEMBLY, STREET | | | 0046 807-03738 4.000 EACH | 4042.00000 16168.00| 5916.00000 23664.00| LIGHT POLE ASSEMBLY, STREET WITH STREET | | | SIGN | | | 0047 808-02066 620.000 LFT | 3.02000 1872.40| 4.00000 2480.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID WHITE CROSSHATCH LINE, 6 IN. | | | SECTION TOTALS | $ 627,390.00| $ 647,984.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 627,390.00| $ 647,984.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 267 CALL ORDER : 271 CONTRACT ID : R -27785-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 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. $ 1,789,200.34 100.0000% 2 35-1673827 HENDERSON, H.E., INC. $ 1,799,351.33 100.5673% 3 35-1212938 ATLAS EXCAVATING, INC. $ 1,815,698.35 101.4810% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,861,369.74 104.0336% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,893,519.11 105.8305% 6 35-1609544 SCHUTT-LOOKABILL CO $ 1,904,640.19 106.4520% 7 35-0999231 HUNT PAVING COMPANY, INC. $ 2,050,551.84 114.6072% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 281 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 20 CALL ORDER : 281 CONTRACT ID : R -27842-A COUNTIES : LAPORTE LETTING DATE : 09/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1058916 WOODRUFF & SONS, INC. $ 2,149,052.26 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,249,563.88 104.6770% 3 35-1120685 WALSH & KELLY INC $ 2,357,889.54 109.7176% ============================================================================================================================================================================================================================================================================================================================================================================================================ INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,627,701.20 ROUTE : CALL ORDER : 311 CONTRACT ID : R -28232-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD 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 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,337,327.00 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 1,586,948.80 118.6657% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 1,695,176.10 126.7585% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( 3 ) 35-0999231 |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 25000.00000 25000.00| 30000.00000 30000.00| 26900.00000 26900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1650.00000 19800.00| 2200.00000 26400.00| 1400.00000 16800.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 66750.00000 66750.00| 85000.00000 85000.00| 85000.00000 85000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 28000.00000 28000.00| 36000.00000 36000.00| 33000.00000 33000.00 CLEARING RIGHT OF WAY | | | 0008 203-02000 1925.000 CYS | 33.00000 63525.00| 40.00000 77000.00| 75.00000 144375.00 EXCAVATION, COMMON | | | 0009 205-06931 10.000 TON | 55.00000 550.00| 40.00000 400.00| 59.00000 590.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 5.000 EACH | 95.00000 475.00| 100.00000 500.00| 85.00000 425.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 3849.000 LFT | 1.12000 4310.88| 1.30000 5003.70| 1.10000 4233.90 TEMPORARY SILT FENCE | | | 0012 207-07498 12959.000 SYS | 8.95000 115983.05| 12.00000 155508.00| 6.00000 77754.00 SUBGRADE TREATMENT, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,627,701.20 ROUTE : CALL ORDER : 311 CONTRACT ID : R -28232-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( 3 ) 35-0999231 |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 211-07454 1410.000 CYS | 14.50000 20445.00| 33.00000 46530.00| 42.00000 59220.00 STRUCTURE BACKFILL | | | 0014 301-07448 1273.000 TON | 15.00000 19095.00| 30.00000 38190.00| 26.00000 33098.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08043 711.000 SYS | 8.50000 6043.50| 6.00000 4266.00| 11.00000 7821.00 MILLING, TRANSITION | | | 0016 401-07321 907.000 TON | 53.65000 48660.55| 63.00000 57141.00| 64.00000 58048.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0017 401-07390 1448.000 TON | 53.95000 78119.60| 64.00000 92672.00| 65.00000 94120.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0018 401-07407 4176.000 TON | 49.75000 207756.00| 59.00000 246384.00| 60.00000 250560.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0019 401-07429 2009.000 TON | 55.70000 111901.30| 57.00000 114513.00| 69.00000 138621.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0020 406-05520 12.000 TON | 280.00000 3360.00| 325.00000 3900.00| 300.00000 3600.00 ASPHALT FOR TACK COAT | | | 0021 605-06140 4325.000 LFT | 15.00000 64875.00| 22.00000 95150.00| 15.00000 64875.00 CURB AND GUTTER, CONCRETE | | | 0022 610-07486 243.000 TON | 92.00000 22356.00| 110.00000 26730.00| 105.00000 25515.00 HMA FOR APPROACHES, TYPE A | | | 0023 610-08446 837.000 SYS | 68.50000 57334.50| 50.00000 41850.00| 50.00000 41850.00 PCCP FOR APPROACHES, 6 IN. | | | 0024 611-06497 15.000 EACH | 202.00000 3030.00| 225.00000 3375.00| 190.00000 2850.00 MAILBOX ASSEMBLY, SINGLE | | | 0025 615-06505 4.000 EACH | 584.00000 2336.00| 640.00000 2560.00| 560.00000 2240.00 MONUMENT, B | | | 0026 615-06527 1.000 EACH | 567.00000 567.00| 625.00000 625.00| 540.00000 540.00 MONUMENT, SECTION CORNER | | | 0027 616-02320 60.000 SYS | 2.80000 168.00| 3.25000 195.00| 8.90000 534.00 GEOTEXTILES | | | 0028 616-06405 130.000 TON | 27.00000 3510.00| 40.00000 5200.00| 66.00000 8580.00 RIPRAP, REVETMENT | | | 0029 621-06574 8624.000 SYS | 3.00000 25872.00| 3.00000 25872.00| 2.60000 22422.40 SODDING | | | 0030 703-06028 103.000 LBS | 2.50000 257.50| 10.00000 1030.00| 4.70000 484.10 REINFORCING BARS | | | 0031 714-44240 6.000 CYS | 1200.00000 7200.00| 580.00000 3480.00| 1000.00000 6000.00 CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,627,701.20 ROUTE : CALL ORDER : 311 CONTRACT ID : R -28232-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( 3 ) 35-0999231 |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 715-05048 4722.000 LFT | 2.90000 13693.80| 5.00000 23610.00| 5.20000 24554.40 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0033 715-05151 584.000 LFT | 47.00000 27448.00| 50.00000 29200.00| 62.00000 36208.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0034 715-05152 1342.000 LFT | 28.00000 37576.00| 40.00000 53680.00| 57.00000 76494.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0035 715-05154 124.000 LFT | 71.60000 8878.40| 55.00000 6820.00| 74.00000 9176.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0036 715-08176 107.000 LFT | 503.00000 53821.00| 500.00000 53500.00| 880.00000 94160.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 46.1 | | | SFT. | | | 0037 715-46005 1.000 EACH | 415.00000 415.00| 675.00000 675.00| 420.00000 420.00 PIPE END SECTION, 15 IN. | | | 0038 715-46020 1.000 EACH | 475.00000 475.00| 800.00000 800.00| 450.00000 450.00 PIPE END SECTION, 24 IN. | | | 0039 718-06532 3000.000 LFT | 1.05000 3150.00| 1.00000 3000.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0040 718-52610 382.000 CYS | 34.00000 12988.00| 20.00000 7640.00| 37.00000 14134.00 AGGREGATE FOR UNDERDRAINS | | | 0041 718-99153 5496.000 SYS | 1.90000 10442.40| 3.50000 19236.00| 2.20000 12091.20 GEOTEXTILES FOR UNDERDRAIN | | | 0042 720-44000 1.000 EACH | 275.00000 275.00| 510.00000 510.00| 940.00000 940.00 CASTING, ADJUST TO GRADE | | | 0043 720-45030 4.000 EACH | 1400.00000 5600.00| 2000.00000 8000.00| 1500.00000 6000.00 INLET, E7 | | | 0044 720-45035 1.000 EACH | 1400.00000 1400.00| 2000.00000 2000.00| 1500.00000 1500.00 INLET, F7 | | | 0045 720-45410 8.000 EACH | 1700.00000 13600.00| 2500.00000 20000.00| 2600.00000 20800.00 MANHOLE, C4 | | | 0046 720-94157 1.000 EACH | 1600.00000 1600.00| 2600.00000 2600.00| 3600.00000 3600.00 MANHOLE, C | | | 0047 720-98174 4.000 EACH | 2000.00000 8000.00| 2800.00000 11200.00| 2200.00000 8800.00 INLET, B15 | | | 0048 720-98555 14.000 EACH | 2000.00000 28000.00| 2800.00000 39200.00| 2200.00000 30800.00 INLET, C15 | | | 0049 720-98625 1.000 EACH | 2500.00000 2500.00| 3300.00000 3300.00| 4100.00000 4100.00 MANHOLE, C4, DROP | | | 0050 801-04308 4.000 EACH | 330.00000 1320.00| 520.00000 2080.00| 450.00000 1800.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 311 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,627,701.20 ROUTE : CALL ORDER : 311 CONTRACT ID : R -28232-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( 3 ) 35-0999231 |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 801-06203 7252.000 LFT | 0.37000 2683.24| 0.50000 3626.00| 0.70000 5076.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06207 10981.000 LFT | 0.95000 10431.95| 0.70000 7686.70| 1.10000 12079.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0053 801-06218 51.000 LFT | 8.40000 428.40| 1.10000 56.10| 6.50000 331.50 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0054 801-06625 10.000 EACH | 157.00000 1570.00| 100.00000 1000.00| 89.00000 890.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 28.000 EACH | 162.00000 4536.00| 275.00000 7700.00| 350.00000 9800.00 CONSTRUCTION SIGN, A | | | 0056 801-06775 LUMP | 27488.38000 27488.38| 2600.00000 2600.00| 62500.00000 62500.00 MAINTAINING TRAFFIC | | | 0057 801-07119 128.000 LFT | 19.00000 2432.00| 14.00000 1792.00| 13.00000 1664.00 BARRICADE, III-B | | | 0058 802-05701 100.000 LFT | 15.20000 1520.00| 35.00000 3500.00| 15.00000 1500.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0059 802-76025 40.000 SFT | 20.00000 800.00| 42.00000 1680.00| 20.00000 800.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0060 802-76035 19.000 SFT | 40.00000 760.00| 48.00000 912.00| 24.00000 456.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0061 808-06703 355.000 LFT | 0.40000 142.00| 0.70000 248.50| 0.45000 159.75 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0062 808-06716 637.000 LFT | 1.05000 668.85| 1.00000 637.00| 1.00000 637.00 LINE, REMOVE | | | 0063 808-75240 914.000 LFT | 0.40000 365.60| 0.75000 685.50| 0.45000 411.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0064 808-75245 5309.000 LFT | 0.40000 2123.60| 0.70000 3716.30| 0.45000 2389.05 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0065 808-75297 150.000 LFT | 5.25000 787.50| 7.00000 1050.00| 4.00000 600.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0066 808-75320 9.000 EACH | 63.00000 567.00| 80.00000 720.00| 65.00000 585.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 311 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,627,701.20 ROUTE : CALL ORDER : 311 CONTRACT ID : R -28232-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( 3 ) 35-0999231 |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 808-75325 9.000 EACH | 84.00000 756.00| 90.00000 810.00| 90.00000 810.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0068 402-07453 600.000 TON | 68.00000 40800.00| 60.00000 36000.00| 59.00000 35400.00 HMA FOR TEMPORARY PAVEMENT | | | SECTION TOTALS | $ 1,337,327.00| $ 1,586,948.80| $ 1,695,176.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,337,327.00| $ 1,586,948.80| $ 1,695,176.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 325 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,565,807.62 ROUTE : 65 CALL ORDER : 325 CONTRACT ID : R -28302-A COUNTIES : BOONE LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 05/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 1,625,120.00 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 1,697,265.00 104.4394% 3 38-2932367 RMD HOLDINGS, LTD $ 1,906,119.00 117.2910% 4 35-2110733 SPECIALTIES COMPANY LLC $ 2,312,638.00 142.3057% ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 38-2932367 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |RMD HOLDINGS, LTD LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WIRE ROPE SAFETY BARRIER INSTALLATION | | | 0001 105-06657 3.000 MOS | 350.00000 1050.00| 138.00000 414.00| 350.00000 1050.00 PHONE, CELLULAR | | | 0002 105-06845 LUMP | 16000.00000 16000.00| 10890.00000 10890.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 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 | 44000.00000 44000.00| 57800.20000 57800.20| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 203-02080 13.000 MILE | 2500.00000 32500.00| 3750.00000 48750.00| 500.00000 6500.00 LINEAR GRADING | | | 0007 601-05057 1.000 EACH | 15150.00000 15150.00| 14484.00000 14484.00| 15328.00000 15328.00 SPARE PARTS PACKAGE | | | 0008 601-08424 36.000 EACH | 2450.00000 88200.00| 2360.00000 84960.00| 2823.00000 101628.00 WIRE ROPE TERMINAL, TYPE II | | | 0009 601-08425 74300.000 LFT | 17.95000 1333685.00| 18.20000 1352260.00| 19.41000 1442163.00 WIRE ROPE SAFETY BARRIER, TL-4 | | | 0010 621-01004 1.000 EACH | 800.00000 800.00| 715.00000 715.00| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0011 621-06559 5000.000 SYS | 0.35000 1750.00| 0.35000 1750.00| 46.00000 230000.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 325 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,565,807.62 ROUTE : 65 CALL ORDER : 325 CONTRACT ID : R -28302-A COUNTIES : BOONE LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 38-2932367 |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION |RMD HOLDINGS, LTD LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 621-06567 23.000 kGAL | 1.00000 23.00| 1.10000 25.30| 10.00000 230.00 WATER | | | 0013 621-06574 850.000 SYS | 3.50000 2975.00| 3.65000 3102.50| 4.44000 3774.00 SODDING | | | 0014 801-01093 12.000 EACH | 650.00000 7800.00| 1100.00000 13200.00| 650.00000 7800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0015 801-03290 4.000 EACH | 125.00000 500.00| 400.00000 1600.00| 120.00000 480.00 CONSTRUCTION SIGN, C | | | 0016 801-06640 47.000 EACH | 115.00000 5405.00| 100.00000 4700.00| 100.00000 4700.00 CONSTRUCTION SIGN, A | | | 0017 801-06710 80.000 DAY | 40.00000 3200.00| 25.00000 2000.00| 13.00000 1040.00 FLASHING ARROW SIGN | | | 0018 801-06775 LUMP | 41800.00000 41800.00| 78500.00000 78500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0019 801-09133 4.000 EACH | 5650.00000 22600.00| 3800.00000 15200.00| 4600.00000 18400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0020 802-76045 256.000 SFT | 30.00000 7680.00| 27.00000 6912.00| 4.00000 1024.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | SECTION TOTALS | $ 1,625,120.00| $ 1,697,265.00| $ 1,906,119.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,625,120.00| $ 1,697,265.00| $ 1,906,119.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 325 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,565,807.62 ROUTE : 65 CALL ORDER : 325 CONTRACT ID : R -28302-A COUNTIES : BOONE LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2110733 |( ) |( ) |SPECIALTIES COMPANY LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WIRE ROPE SAFETY BARRIER INSTALLATION | | | 0001 105-06657 3.000 MOS | 300.00000 900.00| | PHONE, CELLULAR | | | 0002 105-06845 LUMP | 10500.00000 10500.00| | CONSTRUCTION ENGINEERING | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 116500.00000 116500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 203-02080 13.000 MILE | 16000.00000 208000.00| | LINEAR GRADING | | | 0007 601-05057 1.000 EACH | 16000.00000 16000.00| | SPARE PARTS PACKAGE | | | 0008 601-08424 36.000 EACH | 2900.00000 104400.00| | WIRE ROPE TERMINAL, TYPE II | | | 0009 601-08425 74300.000 LFT | 22.00000 1634600.00| | WIRE ROPE SAFETY BARRIER, TL-4 | | | 0010 621-01004 1.000 EACH | 400.00000 400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0011 621-06559 5000.000 SYS | 0.50000 2500.00| | MULCHED SEEDING, R | | | 0012 621-06567 23.000 kGAL | 12.00000 276.00| | WATER | | | 0013 621-06574 850.000 SYS | 5.00000 4250.00| | SODDING | | | 0014 801-01093 12.000 EACH | 650.00000 7800.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0015 801-03290 4.000 EACH | 250.00000 1000.00| | CONSTRUCTION SIGN, C | | | 0016 801-06640 47.000 EACH | 150.00000 7050.00| | CONSTRUCTION SIGN, A | | | 0017 801-06710 80.000 DAY | 25.00000 2000.00| | FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 325 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,565,807.62 ROUTE : 65 CALL ORDER : 325 CONTRACT ID : R -28302-A COUNTIES : BOONE LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2110733 |( ) |( ) |SPECIALTIES COMPANY LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06775 LUMP | 175500.00000 175500.00| | MAINTAINING TRAFFIC | | | 0019 801-09133 4.000 EACH | 3000.00000 12000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0020 802-76045 256.000 SFT | 35.00000 8960.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | SECTION TOTALS | $ 2,312,638.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,312,638.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,298,685.54 ROUTE : I-69 CALL ORDER : 331 CONTRACT ID : R -28344-A COUNTIES : HAMILTON MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 04/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-2932367 RMD HOLDINGS, LTD $ 2,644,622.32 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 2,669,628.80 100.9456% 3 35-0821499 DREW, JAMES H. CORPORATION $ 2,856,699.00 108.0192% 4 35-2110733 SPECIALTIES COMPANY LLC CONDITIONAL BID $ 3,460,605.50 130.8544% ==================================================================================================================================== |( 1 ) 38-2932367 |( 2 ) 35-1643252 |( 3 ) 35-0821499 |RMD HOLDINGS, LTD |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WIRE ROPE SAFETY BARRIER INSTALLATION | | | 0001 105-06657 6.000 MOS | 350.00000 2100.00| 350.00000 2100.00| 138.00000 828.00 PHONE, CELLULAR | | | 0002 105-06845 LUMP | 25000.00000 25000.00| 30000.00000 30000.00| 19690.00000 19690.00 CONSTRUCTION ENGINEERING | | | 0003 105-07039 12.000 MOS | 2200.00000 26400.00| 2100.00000 25200.00| 1485.00000 17820.00 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 | 50000.00000 50000.00| 50000.00000 50000.00| 77000.00000 77000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-05936 LUMP | 20000.00000 20000.00| 4000.00000 4000.00| 6600.00000 6600.00 CROSSOVER, REMOVE | | | 0008 203-02070 3548.000 CYS | 7.00000 24836.00| 30.00000 106440.00| 24.00000 85152.00 BORROW | | | 0009 601-05057 2.000 EACH | 15000.00000 30000.00| 16000.00000 32000.00| 14484.00000 28968.00 SPARE PARTS PACKAGE | | | 0010 601-08424 66.000 EACH | 2823.00000 186318.00| 2500.00000 165000.00| 2490.00000 164340.00 WIRE ROPE TERMINAL, TYPE II | | | 0011 601-08425 125038.000 LFT | 17.94000 2243181.72| 17.30000 2163157.40| 18.50000 2313203.00 WIRE ROPE SAFETY BARRIER, TL-4 | | | 0012 610-07486 57.000 TON | 100.00000 5700.00| 350.00000 19950.00| 295.00000 16815.00 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,298,685.54 ROUTE : I-69 CALL ORDER : 331 CONTRACT ID : R -28344-A COUNTIES : HAMILTON MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-2932367 |( 2 ) 35-1643252 |( 3 ) 35-0821499 |RMD HOLDINGS, LTD |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 621-01004 4.000 EACH | 500.00000 2000.00| 450.00000 1800.00| 440.00000 1760.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06545 2.000 TON | 685.00000 1370.00| 375.00000 750.00| 385.00000 770.00 FERTILIZER | | | 0015 621-06553 604.000 LBS | 3.65000 2204.60| 2.85000 1721.40| 2.75000 1661.00 SEED MIXTURE, R | | | 0016 621-06565 7.000 TON | 525.00000 3675.00| 475.00000 3325.00| 462.00000 3234.00 MULCHING MATERIAL | | | 0017 621-06567 1.000 kGAL | 300.00000 300.00| 1.00000 1.00| 2.00000 2.00 WATER | | | 0018 621-06574 2210.000 SYS | 3.50000 7735.00| 2.80000 6188.00| 14.00000 30940.00 SODDING | | | 0019 801-01093 8.000 EACH | 525.00000 4200.00| 650.00000 5200.00| 1815.00000 14520.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0020 801-03290 4.000 EACH | 110.00000 440.00| 125.00000 500.00| 231.00000 924.00 CONSTRUCTION SIGN, C | | | 0021 801-06640 26.000 EACH | 100.00000 2600.00| 115.00000 2990.00| 195.00000 5070.00 CONSTRUCTION SIGN, A | | | 0022 801-06710 120.000 DAY | 13.00000 1560.00| 40.00000 4800.00| 20.00000 2400.00 FLASHING ARROW SIGN | | | 0023 801-06775 LUMP | 5000.00000 5000.00| 44504.00000 44504.00| 65000.00000 65000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 2,644,622.32| $ 2,669,628.80| $ 2,856,699.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,644,622.32| $ 2,669,628.80| $ 2,856,699.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,298,685.54 ROUTE : I-69 CALL ORDER : 331 CONTRACT ID : R -28344-A COUNTIES : HAMILTON MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2110733 |( ) |( ) |SPECIALTIES COMPANY LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WIRE ROPE SAFETY BARRIER INSTALLATION | | | 0001 105-06657 6.000 MOS | 200.00000 1200.00| | PHONE, CELLULAR | | | 0002 105-06845 LUMP | 18900.00000 18900.00| | CONSTRUCTION ENGINEERING | | | 0003 105-07039 12.000 MOS | 2500.00000 30000.00| | 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 | 175000.00000 175000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 202-05936 LUMP | 9500.00000 9500.00| | CROSSOVER, REMOVE | | | 0008 203-02070 3548.000 CYS | 107.00000 379636.00| | BORROW | | | 0009 601-05057 2.000 EACH | 15500.00000 31000.00| | SPARE PARTS PACKAGE | | | 0010 601-08424 66.000 EACH | 2650.00000 174900.00| | WIRE ROPE TERMINAL, TYPE II | | | 0011 601-08425 125038.000 LFT | 19.00000 2375722.00| | WIRE ROPE SAFETY BARRIER, TL-4 | | | 0012 610-07486 57.000 TON | 277.00000 15789.00| | HMA FOR APPROACHES, TYPE A | | | 0013 621-01004 4.000 EACH | 425.00000 1700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06545 2.000 TON | 700.00000 1400.00| | FERTILIZER | | | 0015 621-06553 604.000 LBS | 6.00000 3624.00| | SEED MIXTURE, R | | | 0016 621-06565 7.000 TON | 600.00000 4200.00| | MULCHING MATERIAL | | | 0017 621-06567 1.000 kGAL | 125.00000 125.00| | WATER | | | 0018 621-06574 2210.000 SYS | 5.75000 12707.50| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 331 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,298,685.54 ROUTE : I-69 CALL ORDER : 331 CONTRACT ID : R -28344-A COUNTIES : HAMILTON MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2110733 |( ) |( ) |SPECIALTIES COMPANY LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-01093 8.000 EACH | 375.00000 3000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0020 801-03290 4.000 EACH | 250.00000 1000.00| | CONSTRUCTION SIGN, C | | | 0021 801-06640 26.000 EACH | 150.00000 3900.00| | CONSTRUCTION SIGN, A | | | 0022 801-06710 120.000 DAY | 15.00000 1800.00| | FLASHING ARROW SIGN | | | 0023 801-06775 LUMP | 215500.00000 215500.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 3,460,605.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,460,605.50| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,029,917.22 ROUTE : SR 59 CALL ORDER : 451 CONTRACT ID : RS-27773-A COUNTIES : GREENE LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,367,270.10 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 1,397,811.25 102.2337% 3 35-1357381 O`MARA, DAVE CONTRACTOR $ 1,477,165.75 108.0376% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,016,395.00 147.4760% ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1418333 |( 3 ) 35-1357381 |WABASH VALLEY ASPHALT CO. LL |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR 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 | 2100.00000 2100.00| 10000.00000 10000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1980.30000 19803.00| 3000.00000 30000.00| 1200.00000 12000.00 FIELD OFFICE, A | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 39385.68000 39385.68| 6000.00000 6000.00| 52000.00000 52000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 50.000 LFT | 5.25000 262.50| 5.00000 250.00| 5.00000 250.00 GUARDRAIL, REMOVE | | | 0008 202-02278 39.000 LFT | 22.39000 873.21| 14.00000 546.00| 12.00000 468.00 CURB, CONCRETE, REMOVE | | | 0009 202-52710 9.000 SYS | 29.20000 262.80| 360.00000 3240.00| 52.00000 468.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-93741 16.000 EACH | 300.80000 4812.80| 320.00000 5120.00| 420.00000 6720.00 GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-96573 LUMP | 438.82000 438.82| 3100.00000 3100.00| 1700.00000 1700.00 AT GRADE RAILROAD CROSSING, REMOVE | | | 0012 203-02376 LUMP | 4711.33000 4711.33| 2500.00000 2500.00| 2750.00000 2750.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,029,917.22 ROUTE : SR 59 CALL ORDER : 451 CONTRACT ID : RS-27773-A COUNTIES : GREENE LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1418333 |( 3 ) 35-1357381 |WABASH VALLEY ASPHALT CO. LL |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06931 100.000 TON | 57.15000 5715.00| 65.00000 6500.00| 49.00000 4900.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 213-08058 60.000 CYS | 68.35000 4101.00| 75.00000 4500.00| 65.00000 3900.00 FLOWABLE BACKFILL | | | 0015 303-07449 4620.000 TON | 17.02000 78632.40| 16.50000 76230.00| 16.50000 76230.00 COMPACTED AGGREGATE, NO. 73 | | | 0016 304-07490 200.000 TON | 41.80000 8360.00| 81.00000 16200.00| 100.00000 20000.00 HMA PATCHING, TYPE B | | | 0017 306-08033 112690.000 SYS | 0.58000 65360.20| 0.50000 56345.00| 0.50000 56345.00 MILLING, ASPHALT, 1 IN. | | | 0018 306-08043 560.000 SYS | 9.40000 5264.00| 3.25000 1820.00| 5.00000 2800.00 MILLING, TRANSITION | | | 0019 306-08432 10654.000 SYS | 0.98000 10440.92| 2.80000 29831.20| 1.00000 10654.00 MILLING, APPROACH | | | 0020 401-06264 LUMP | 3685.00000 3685.00| 5000.00000 5000.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0021 401-07327 9350.000 TON | 37.56000 351186.00| 41.00000 383350.00| 44.00000 411400.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0023 402-07451 500.000 TON | 44.40000 22200.00| 53.50000 26750.00| 55.00000 27500.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0024 406-05520 62.000 TON | 210.00000 13020.00| 185.00000 11470.00| 200.00000 12400.00 ASPHALT FOR TACK COAT | | | 0025 601-01846 2.000 EACH | 1979.25000 3958.50| 1885.00000 3770.00| 1885.00000 3770.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-02565 50.000 LFT | 21.00000 1050.00| 20.00000 1000.00| 20.00000 1000.00 GUARDRAIL, W BEAM, 12FT. 6IN. SPACING | | | 0027 601-06035 1663.000 LFT | 7.72000 12838.36| 7.35000 12223.05| 7.50000 12472.50 GUARDRAIL, RESET | | | 0028 601-94689 14.000 EACH | 2399.25000 33589.50| 2420.00000 33880.00| 2750.00000 38500.00 GUARDRAIL END TREATMENT, OS | | | 0029 604-07901 4.900 SYS | 252.52000 1237.35| 250.00000 1225.00| 220.00000 1078.00 CURB RAMP, CONCRETE, G | | | 0030 604-07902 6.300 SYS | 203.40000 1281.42| 250.00000 1575.00| 180.00000 1134.00 CURB RAMP, CONCRETE, H | | | 0031 610-07487 1543.000 TON | 76.64000 118255.52| 70.00000 108010.00| 68.00000 104924.00 HMA FOR APPROACHES, TYPE B | | | 0032 615-06527 13.000 EACH | 974.40000 12667.20| 420.00000 5460.00| 450.00000 5850.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 451 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,029,917.22 ROUTE : SR 59 CALL ORDER : 451 CONTRACT ID : RS-27773-A COUNTIES : GREENE LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1418333 |( 3 ) 35-1357381 |WABASH VALLEY ASPHALT CO. LL |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 616-02320 75.000 SYS | 2.35000 176.25| 3.25000 243.75| 5.50000 412.50 GEOTEXTILES | | | 0034 616-06451 113.000 TON | 37.47000 4234.11| 30.00000 3390.00| 42.00000 4746.00 RIPRAP, UNIFORM | | | 0035 621-01004 1.000 EACH | 892.50000 892.50| 850.00000 850.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06559 100.000 SYS | 15.43000 1543.00| 14.70000 1470.00| 5.50000 550.00 MULCHED SEEDING, R | | | 0037 621-06575 6.000 SYS | 85.47000 512.82| 81.40000 488.40| 335.00000 2010.00 SODDING, NURSERY | | | 0038 715-05121 44.000 LFT | 80.63000 3547.72| 60.00000 2640.00| 90.00000 3960.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0039 715-05123 74.000 LFT | 82.30000 6090.20| 66.00000 4884.00| 75.00000 5550.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0040 715-08305 34.000 TON | 62.60000 2128.40| 45.00000 1530.00| 80.00000 2720.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0041 715-46010 1.000 EACH | 364.99000 364.99| 275.00000 275.00| 270.00000 270.00 PIPE END SECTION, 18 IN. | | | 0042 715-46020 2.000 EACH | 365.36000 730.72| 300.00000 600.00| 320.00000 640.00 PIPE END SECTION, 24 IN. | | | 0043 801-06203 7205.000 LFT | 0.48000 3458.40| 0.10000 720.50| 0.30000 2161.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0044 801-06207 3605.000 LFT | 1.31000 4722.55| 0.75000 2703.75| 0.80000 2884.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0045 801-06625 48.000 EACH | 52.50000 2520.00| 50.00000 2400.00| 50.00000 2400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 62.000 EACH | 136.50000 8463.00| 130.00000 8060.00| 130.00000 8060.00 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 14054.00000 14054.00| 7500.00000 7500.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0048 801-07118 96.000 LFT | 7.61000 730.56| 7.25000 696.00| 7.25000 696.00 BARRICADE, III-A | | | 0049 808-06712 6860.000 LFT | 0.26000 1783.60| 0.25000 1715.00| 0.25000 1715.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0050 808-06713 72250.000 LFT | 0.10000 7225.00| 0.09000 6502.50| 0.10000 7225.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0051 808-06714 28290.000 LFT | 0.10000 2829.00| 0.09000 2546.10| 0.10000 2829.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 451 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,029,917.22 ROUTE : SR 59 CALL ORDER : 451 CONTRACT ID : RS-27773-A COUNTIES : GREENE LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1418333 |( 3 ) 35-1357381 |WABASH VALLEY ASPHALT CO. LL |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 808-75297 41.000 LFT | 8.40000 344.40| 8.00000 328.00| 8.00000 328.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0053 808-75340 2.000 EACH | 288.75000 577.50| 275.00000 550.00| 275.00000 550.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0054 808-75996 737.000 EACH | 4.20000 3095.40| 3.00000 2211.00| 7.00000 5159.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 737.000 EACH | 18.11000 13347.07| 27.00000 19899.00| 17.25000 12713.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 401-07378 12460.000 TON | 36.79000 458403.40| 38.50000 479710.00| 39.50000 492170.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | SECTION TOTALS | $ 1,367,270.10| $ 1,397,811.25| $ 1,477,165.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,367,270.10| $ 1,397,811.25| $ 1,477,165.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 451 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,029,917.22 ROUTE : SR 59 CALL ORDER : 451 CONTRACT ID : RS-27773-A COUNTIES : GREENE LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |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 | 9300.00000 9300.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 2250.00000 22500.00| | FIELD OFFICE, A | | | 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 | 97000.00000 97000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 50.000 LFT | 5.25000 262.50| | GUARDRAIL, REMOVE | | | 0008 202-02278 39.000 LFT | 19.00000 741.00| | CURB, CONCRETE, REMOVE | | | 0009 202-52710 9.000 SYS | 33.00000 297.00| | SIDEWALK, CONCRETE, REMOVE | | | 0010 202-93741 16.000 EACH | 140.00000 2240.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-96573 LUMP | 12000.00000 12000.00| | AT GRADE RAILROAD CROSSING, REMOVE | | | 0012 203-02376 LUMP | 2300.00000 2300.00| | EXCAVATION, COMMON, FOR DITCH GRADING | | | 0013 205-06931 100.000 TON | 46.00000 4600.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 213-08058 60.000 CYS | 85.00000 5100.00| | FLOWABLE BACKFILL | | | 0015 303-07449 4620.000 TON | 19.00000 87780.00| | COMPACTED AGGREGATE, NO. 73 | | | 0016 304-07490 200.000 TON | 120.00000 24000.00| | HMA PATCHING, TYPE B | | | 0017 306-08033 112690.000 SYS | 1.40000 157766.00| | MILLING, ASPHALT, 1 IN. | | | 0018 306-08043 560.000 SYS | 4.30000 2408.00| | MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 451 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,029,917.22 ROUTE : SR 59 CALL ORDER : 451 CONTRACT ID : RS-27773-A COUNTIES : GREENE LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 306-08432 10654.000 SYS | 2.25000 23971.50| | MILLING, APPROACH | | | 0020 401-06264 LUMP | 7500.00000 7500.00| | PROFILOGRAPH, HMA | | | 0021 401-07327 9350.000 TON | 59.00000 551650.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0023 402-07451 500.000 TON | 55.00000 27500.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0024 406-05520 62.000 TON | 230.00000 14260.00| | ASPHALT FOR TACK COAT | | | 0025 601-01846 2.000 EACH | 1900.00000 3800.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-02565 50.000 LFT | 22.00000 1100.00| | GUARDRAIL, W BEAM, 12FT. 6IN. SPACING | | | 0027 601-06035 1663.000 LFT | 8.00000 13304.00| | GUARDRAIL, RESET | | | 0028 601-94689 14.000 EACH | 2300.00000 32200.00| | GUARDRAIL END TREATMENT, OS | | | 0029 604-07901 4.900 SYS | 350.00000 1715.00| | CURB RAMP, CONCRETE, G | | | 0030 604-07902 6.300 SYS | 350.00000 2205.00| | CURB RAMP, CONCRETE, H | | | 0031 610-07487 1543.000 TON | 100.00000 154300.00| | HMA FOR APPROACHES, TYPE B | | | 0032 615-06527 13.000 EACH | 450.00000 5850.00| | MONUMENT, SECTION CORNER | | | 0033 616-02320 75.000 SYS | 3.70000 277.50| | GEOTEXTILES | | | 0034 616-06451 113.000 TON | 41.00000 4633.00| | RIPRAP, UNIFORM | | | 0035 621-01004 1.000 EACH | 700.00000 700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06559 100.000 SYS | 5.70000 570.00| | MULCHED SEEDING, R | | | 0037 621-06575 6.000 SYS | 360.00000 2160.00| | SODDING, NURSERY | | | 0038 715-05121 44.000 LFT | 44.00000 1936.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 451 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,029,917.22 ROUTE : SR 59 CALL ORDER : 451 CONTRACT ID : RS-27773-A COUNTIES : GREENE LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 715-05123 74.000 LFT | 45.00000 3330.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0040 715-08305 34.000 TON | 92.00000 3128.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0041 715-46010 1.000 EACH | 290.00000 290.00| | PIPE END SECTION, 18 IN. | | | 0042 715-46020 2.000 EACH | 330.00000 660.00| | PIPE END SECTION, 24 IN. | | | 0043 801-06203 7205.000 LFT | 1.00000 7205.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0044 801-06207 3605.000 LFT | 1.00000 3605.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0045 801-06625 48.000 EACH | 92.00000 4416.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 62.000 EACH | 180.00000 11160.00| | CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 43838.30000 43838.30| | MAINTAINING TRAFFIC | | | 0048 801-07118 96.000 LFT | 13.00000 1248.00| | BARRICADE, III-A | | | 0049 808-06712 6860.000 LFT | 0.15000 1029.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0050 808-06713 72250.000 LFT | 0.15000 10837.50| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0051 808-06714 28290.000 LFT | 0.15000 4243.50| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0052 808-75297 41.000 LFT | 8.10000 332.10| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0053 808-75340 2.000 EACH | 380.00000 760.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0054 808-75996 737.000 EACH | 4.30000 3169.10| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 737.000 EACH | 22.00000 16214.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 401-07378 12460.000 TON | 50.00000 623000.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | SECTION TOTALS | $ 2,016,395.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,016,395.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 63 CALL ORDER : 471 CONTRACT ID : RS-28059-A COUNTIES : VERMILLION LETTING DATE : 09/14/05 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 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,213,144.50 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 481 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,605,428.70 ROUTE : I-70 CALL ORDER : 481 CONTRACT ID : RS-28281-B COUNTIES : MARION LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/23/06 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 $ 1,567,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,584,306.69 101.1044% ==================================================================================================================================== |( 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 PATCH AND REHAB PAVEMENT | | | 0001 105-06845 LUMP | 7000.00000 7000.00| 5999.82000 5999.82| CONSTRUCTION ENGINEERING | | | 0002 109-08443 1.000 DOL | 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| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 146009.94000 146009.94| 79400.00000 79400.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 301-07448 703.000 TON | 65.00000 45695.00| 55.00000 38665.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 304-07783 1171.000 TON | 350.00000 409850.00| 250.00000 292750.00| HMA PATCHING, TYPE D | | | 0007 306-08043 20826.000 SYS | 7.00000 145782.00| 7.00000 145782.00| MILLING, TRANSITION | | | 0008 402-07784 4175.500 TON | 85.00000 354917.50| 84.00000 350742.00| HMA SURFACE, TYPE D , 9.5 mm, FOR | | | BRIDGE DECK | | | 0009 405-05517 64.500 TON | 350.00000 22575.00| 300.00000 19350.00| ASPHALT FOR PRIME COAT | | | 0010 411-08438 128502.000 SYS | 2.10000 269854.20| 3.53000 453612.06| MICRO-SURFACING, WARRANTED | | | 0011 506-06334 11.000 SYS | 1000.00000 11000.00| 1080.00000 11880.00| PCCP PATCHING, PARTIAL DEPTH | | | 0012 801-06207 6015.000 LFT | 1.20000 7218.00| 0.35000 2105.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 481 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,605,428.70 ROUTE : I-70 CALL ORDER : 481 CONTRACT ID : RS-28281-B COUNTIES : MARION LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD 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 801-06640 28.000 EACH | 190.00000 5320.00| 195.00000 5460.00| CONSTRUCTION SIGN, A | | | 0014 801-06710 270.000 DAY | 11.00000 2970.00| 10.50000 2835.00| FLASHING ARROW SIGN | | | 0015 801-06775 LUMP | 100000.00000 100000.00| 139500.00000 139500.00| MAINTAINING TRAFFIC | | | 0016 801-07117 4.000 EACH | 310.00000 1240.00| 315.00000 1260.00| TEMPORARY WORKSITE FLASHING LIGHT SIGN | | | ASSEMBLY | | | 0017 801-07215 270.000 DAY | 36.00000 9720.00| 36.80000 9936.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0018 808-06713 38453.000 LFT | 0.16000 6152.48| 0.16000 6152.48| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 38453.000 LFT | 0.16000 6152.48| 0.16000 6152.48| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75001 15860.000 LFT | 0.19000 3013.40| 0.19000 3013.40| LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0021 808-75996 1566.000 EACH | 8.00000 12528.00| 6.20000 9709.20| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,567,000.00| $ 1,584,306.69| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,567,000.00| $ 1,584,306.69| $ ====================================================================================================================================