INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 664,346.02 ROUTE : US 136 CALL ORDER : 510 CONTRACT ID : M -27638-B COUNTIES : MONTGOMERY LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/10/05 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 $ 682,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 740,394.43 108.5622% ==================================================================================================================================== |( 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 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 3800.00000 3800.00| 7000.00000 7000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 2250.00000 18000.00| 2000.00000 16000.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 34985.94000 34985.94| 37000.00000 37000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 49000.00000 49000.00| 58130.00000 58130.00| CLEARING RIGHT OF WAY | | | 0007 202-78515 LUMP | 3443.00000 3443.00| 3500.00000 3500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 158.000 CYS | 80.00000 12640.00| 10.00000 1580.00| EXCAVATION, COMMON | | | 0009 210-05403 LUMP | 9800.00000 9800.00| 10000.00000 10000.00| MODIFICATION , BASEMENT | | | 0010 211-07454 15.400 CYS | 40.00000 616.00| 18.00000 277.20| STRUCTURE BACKFILL | | | 0011 213-08058 60.800 CYS | 150.00000 9120.00| 100.00000 6080.00| FLOWABLE BACKFILL | | | 0012 304-07491 284.800 TON | 140.00000 39872.00| 141.00000 40156.80| HMA PATCHING, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 664,346.02 ROUTE : US 136 CALL ORDER : 510 CONTRACT ID : M -27638-B COUNTIES : MONTGOMERY LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08034 17608.000 SYS | 1.78000 31342.24| 1.40000 24651.20| MILLING, ASPHALT, 1 1/2 IN. | | | 0014 401-07327 1443.300 TON | 62.23000 89816.56| 49.00000 70721.70| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0015 406-05520 4.200 TON | 186.89000 784.94| 240.00000 1008.00| ASPHALT FOR TACK COAT | | | 0016 604-06070 476.000 SYS | 73.00000 34748.00| 130.00000 61880.00| SIDEWALK, CONCRETE , MODIFIED | | | 0017 604-07896 54.000 SYS | 111.00000 5994.00| 165.00000 8910.00| CURB RAMP, CONCRETE, B | | | 0018 604-07900 100.000 SYS | 117.00000 11700.00| 165.00000 16500.00| CURB RAMP, CONCRETE, F | | | 0019 604-07901 164.700 SYS | 108.00000 17787.60| 190.00000 31293.00| CURB RAMP, CONCRETE, G , MODIFIED | | | 0020 604-07903 18.000 SYS | 108.00000 1944.00| 190.00000 3420.00| CURB RAMP, CONCRETE, K , MODIFIED | | | 0021 604-90256 98.000 SYS | 60.00000 5880.00| 70.00000 6860.00| SIDEWALK, CONCRETE, 6 IN. | | | 0022 605-02493 125.000 SYS | 118.00000 14750.00| 40.00000 5000.00| CURB ISLAND, CONCRETE | | | 0023 605-06120 824.000 LFT | 28.00000 23072.00| 26.00000 21424.00| CURB, CONCRETE | | | 0024 605-06210 463.000 LFT | 28.00000 12964.00| 47.00000 21761.00| CENTER CURB, C, CONCRETE | | | 0025 610-07488 9.300 TON | 220.74000 2052.88| 450.00000 4185.00| HMA FOR APPROACHES, TYPE C | | | 0026 621-06575 362.000 SYS | 7.00000 2534.00| 9.00000 3258.00| SODDING, NURSERY | | | 0027 712-04960 LUMP | 688.00000 688.00| 690.00000 690.00| RELOCATE RADIO INTERCONNECT EQUIPMENT | | | 0028 715-05118 204.000 LFT | 43.00000 8772.00| 62.00000 12648.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0029 715-05121 13.000 LFT | 100.00000 1300.00| 63.00000 819.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0030 715-05123 10.000 LFT | 180.00000 1800.00| 130.00000 1300.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0031 715-08306 107.660 TON | 140.00000 15072.40| 100.00000 10766.00| HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0032 720-02442 2.000 EACH | 1500.00000 3000.00| 150.00000 300.00| PIPE, PLUG EXISTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 664,346.02 ROUTE : US 136 CALL ORDER : 510 CONTRACT ID : M -27638-B COUNTIES : MONTGOMERY LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 720-03757 3.000 EACH | 3200.00000 9600.00| 3700.00000 11100.00| MANHOLE, C15 | | | 0034 720-45015 1.000 EACH | 1800.00000 1800.00| 3000.00000 3000.00| INLET, A8 | | | 0035 720-45410 3.000 EACH | 2600.00000 7800.00| 3200.00000 9600.00| MANHOLE, C4 | | | 0036 720-90984 1.000 EACH | 2800.00000 2800.00| 3200.00000 3200.00| MANHOLE, C2 | | | 0037 720-98174 6.000 EACH | 2300.00000 13800.00| 3000.00000 18000.00| INLET, B15 | | | 0038 801-03290 4.000 EACH | 50.00000 200.00| 120.00000 480.00| CONSTRUCTION SIGN, C | | | 0039 801-06203 2326.000 LFT | 1.00000 2326.00| 2.00000 4652.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0040 801-06207 2326.000 LFT | 1.50000 3489.00| 2.00000 4652.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06640 27.000 EACH | 67.00000 1809.00| 85.00000 2295.00| CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP | 22000.00000 22000.00| 45000.00000 45000.00| MAINTAINING TRAFFIC | | | 0043 802-07060 1.000 EACH | 30.00000 30.00| 30.00000 30.00| SIGN, SHEET, RELOCATE | | | 0044 802-76025 144.000 SFT | 11.50000 1656.00| 11.50000 1656.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0045 802-76035 235.000 SFT | 11.40000 2679.00| 11.50000 2702.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0046 802-76045 16.500 SFT | 14.00000 231.00| 14.00000 231.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0047 805-01815 4.000 EACH | 1525.00000 6100.00| 1550.00000 6200.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0048 805-01816 4.000 EACH | 770.00000 3080.00| 800.00000 3200.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0049 805-01842 6.000 EACH | 655.00000 3930.00| 655.00000 3930.00| HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 510 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 664,346.02 ROUTE : US 136 CALL ORDER : 510 CONTRACT ID : M -27638-B COUNTIES : MONTGOMERY LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 805-02072 1.000 EACH | 2387.00000 2387.00| 2390.00000 2390.00| SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0051 805-02073 1.000 EACH | 2510.00000 2510.00| 2510.00000 2510.00| SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0052 805-02077 2.000 EACH | 2890.00000 5780.00| 2900.00000 5800.00| SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0053 805-02150 16.000 EACH | 422.00000 6752.00| 425.00000 6800.00| PEDESTRIAN SIGNAL HEAD, 18 IN. | | | 0054 805-02658 910.000 LFT | 1.88000 1710.80| 1.90000 1729.00| CABLE, COAXIAL , 3C/14 | | | 0055 805-05405 1.000 EACH | 280.00000 280.00| 280.00000 280.00| SIGNAL PEDESTAL, 4 FT. | | | 0056 805-06592 820.000 LFT | 14.00000 11480.00| 14.00000 11480.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0057 805-06834 2.000 EACH | 9988.00000 19976.00| 9990.00000 19980.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0058 805-06886 1.000 EACH | 21486.00000 21486.00| 21500.00000 21500.00| VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | | CAMERAS | | | 0059 805-78205 10.000 EACH | 487.00000 4870.00| 490.00000 4900.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0060 805-78230 6.000 EACH | 943.00000 5658.00| 945.00000 5670.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0061 805-78370 16.000 EACH | 125.00000 2000.00| 125.00000 2000.00| PEDESTRIAN PUSH BUTTON | | | 0062 805-78415 4.000 EACH | 1128.00000 4512.00| 1130.00000 4520.00| SPAN, CATENARY, AND TETHER | | | 0063 805-78420 4.000 EACH | 200.00000 800.00| 200.00000 800.00| DISCONNECT HANGER | | | 0064 805-78445 2.000 EACH | 448.00000 896.00| 450.00000 900.00| SIGNAL SERVICE | | | 0065 805-78467 70.000 LFT | 18.00000 1260.00| 18.00000 1260.00| SIGNAL CABLE, 3C 8GA. | | | 0066 805-78480 1295.000 LFT | 0.84000 1087.80| 0.85000 1100.75| SIGNAL CABLE, 3C 14GA. | | | 0067 805-78485 1850.000 LFT | 0.97000 1794.50| 1.00000 1850.00| SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 510 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 664,346.02 ROUTE : US 136 CALL ORDER : 510 CONTRACT ID : M -27638-B COUNTIES : MONTGOMERY LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 805-78490 1225.000 LFT | 1.05000 1286.25| 1.05000 1286.25| SIGNAL CABLE, 7C 14GA. | | | 0069 805-78510 730.000 LFT | 0.65000 474.50| 0.65000 474.50| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0070 805-78785 5.000 EACH | 463.00000 2315.00| 466.00000 2330.00| SIGNAL DETECTOR HOUSING | | | 0071 805-78795 675.000 LFT | 6.90000 4657.50| 6.90000 4657.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0072 805-78900 1.000 EACH | 388.00000 388.00| 400.00000 400.00| PEDESTAL FOUNDATION, A | | | 0073 805-78925 2.000 EACH | 712.00000 1424.00| 715.00000 1430.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0074 805-81060 4.000 EACH | 4375.00000 17500.00| 4375.00000 17500.00| SIGNAL STRAIN POLE, STEEL, 36 FT. , | | | WITH 30 FT. MAST ARM | | | 0075 805-92504 3.000 EACH | 215.00000 645.00| 225.00000 675.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0076 808-04298 1.000 EACH | 275.00000 275.00| 400.00000 400.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0077 808-06701 477.000 LFT | 0.27000 128.79| 0.33000 157.41| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0078 808-06703 2062.000 LFT | 0.25000 515.50| 0.33000 680.46| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0079 808-06705 111.000 LFT | 0.75000 83.25| 1.00000 111.00| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0080 808-75078 14.000 LFT | 1.50000 21.00| 1.50000 21.00| TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0081 808-75245 4652.000 LFT | 0.25000 1163.00| 0.33000 1535.16| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0082 808-75256 13.000 LFT | 0.75000 9.75| 1.00000 13.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0083 808-75297 528.000 LFT | 2.60000 1372.80| 3.00000 1584.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 510 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 664,346.02 ROUTE : US 136 CALL ORDER : 510 CONTRACT ID : M -27638-B COUNTIES : MONTGOMERY LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 808-75300 1724.000 LFT | 1.25000 2155.00| 1.50000 2586.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0085 808-75320 12.000 EACH | 52.50000 630.00| 60.00000 720.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0086 808-75325 7.000 EACH | 60.00000 420.00| 90.00000 630.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0087 808-95638 114.000 SFT | 6.00000 684.00| 6.00000 684.00| CENTER CURB PAINTING | | | SECTION TOTALS | $ 682,000.00| $ 740,394.43| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 682,000.00| $ 740,394.43| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,396.28 ROUTE : 9 CALL ORDER : 520 CONTRACT ID : M -27801-C COUNTIES : HANCOCK LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1341287 HARCO ASPHALT PAVING INC. $ 48,642.00 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 54,939.00 112.9456% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 57,449.00 118.1058% ==================================================================================================================================== |( 1 ) 35-1341287 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |HARCO ASPHALT PAVING INC. |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DRAINAGE DITCH CORRECTION | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP | 2300.00000 2300.00| 3000.00000 3000.00| 3300.00000 3300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02772 4.000 EACH | 200.00000 800.00| 90.00000 360.00| 220.00000 880.00 CASTING, REMOVE | | | 0005 202-02928 4.000 EACH | 850.00000 3400.00| 300.00000 1200.00| 600.00000 2400.00 CATCH BASIN, REMOVE | | | 0006 213-04324 61.000 CYS | 70.00000 4270.00| 90.00000 5490.00| 75.00000 4575.00 FLOWABLE FILL | | | 0007 402-07434 8.000 TON | 80.00000 640.00| 200.00000 1600.00| 227.00000 1816.00 HMA SURFACE, TYPE C | | | 0008 402-07439 13.000 TON | 80.00000 1040.00| 140.00000 1820.00| 175.00000 2275.00 HMA INTERMEDIATE, TYPE C | | | 0009 402-07442 39.000 TON | 60.00000 2340.00| 75.00000 2925.00| 85.00000 3315.00 HMA BASE, TYPE C | | | 0010 715-05118 57.000 LFT | 50.00000 2850.00| 60.00000 3420.00| 90.00000 5130.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0011 715-05121 26.000 LFT | 100.00000 2600.00| 67.00000 1742.00| 106.00000 2756.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0012 720-44055 6.000 EACH | 1000.00000 6000.00| 650.00000 3900.00| 100.00000 600.00 CASTING, 10, FURNISH AND ADJUST TO GRAD | | | 0013 720-45250 6.000 EACH | 2000.00000 12000.00| 2400.00000 14400.00| 3000.00000 18000.00 CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,396.28 ROUTE : 9 CALL ORDER : 520 CONTRACT ID : M -27801-C COUNTIES : HANCOCK LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1341287 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |HARCO ASPHALT PAVING INC. |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-06640 4.000 EACH | 100.00000 400.00| 145.00000 580.00| 600.00000 2400.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP | 10000.00000 10000.00| 14500.00000 14500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 48,642.00| $ 54,939.00| $ 57,449.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 48,642.00| $ 54,939.00| $ 57,449.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,726.44 ROUTE : 136 CALL ORDER : 530 CONTRACT ID : M -27810-B COUNTIES : HENDRICKS LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1341287 HARCO ASPHALT PAVING INC. $ 43,322.00 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 44,553.00 102.8415% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 44,668.00 103.1070% ==================================================================================================================================== |( 1 ) 35-1341287 |( 2 ) 35-0999231 |( 3 ) 35-1381845 |HARCO ASPHALT PAVING INC. |HUNT PAVING COMPANY, INC. |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 STORM SEWER AND SIDEWALK REPAIR | | | 0001 105-06845 LUMP | 3500.00000 3500.00| 1500.00000 1500.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 2200.00000 2200.00| 2150.00000 2150.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-91385 1.000 EACH | 750.00000 750.00| 520.00000 520.00| 700.00000 700.00 INLET, REMOVE | | | 0006 202-96133 80.000 LFT | 10.00000 800.00| 20.00000 1600.00| 40.00000 3200.00 PIPE, REMOVE | | | 0007 203-02000 57.000 CYS | 30.00000 1710.00| 140.00000 7980.00| 21.00000 1197.00 EXCAVATION, COMMON | | | 0008 211-07454 23.000 CYS | 30.00000 690.00| 18.00000 414.00| 45.00000 1035.00 STRUCTURE BACKFILL | | | 0009 213-04324 13.000 CYS | 70.00000 910.00| 72.00000 936.00| 75.00000 975.00 FLOWABLE FILL | | | 0010 303-07449 10.000 TON | 30.00000 300.00| 46.00000 460.00| 30.00000 300.00 COMPACTED AGGREGATE, NO. 73 | | | 0011 604-06070 103.000 SYS | 40.00000 4120.00| 59.00000 6077.00| 50.00000 5150.00 SIDEWALK, CONCRETE | | | 0012 604-06367 500.000 LFT | 1.00000 500.00| 0.20000 100.00| 1.00000 500.00 JOINT MATERIAL | | | 0013 605-06140 10.000 LFT | 50.00000 500.00| 83.00000 830.00| 95.00000 950.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,726.44 ROUTE : 136 CALL ORDER : 530 CONTRACT ID : M -27810-B COUNTIES : HENDRICKS LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1341287 |( 2 ) 35-0999231 |( 3 ) 35-1381845 |HARCO ASPHALT PAVING INC. |HUNT PAVING COMPANY, INC. |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 621-06575 15.000 SYS | 20.00000 300.00| 15.00000 225.00| 25.00000 375.00 SODDING, NURSERY | | | 0015 702-90915 1.000 CYS | 500.00000 500.00| 230.00000 230.00| 200.00000 200.00 CONCRETE, A | | | 0016 715-05048 10.000 LFT | 50.00000 500.00| 9.20000 92.00| 10.00000 100.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0017 715-05116 12.000 LFT | 50.00000 600.00| 11.00000 132.00| 30.00000 360.00 PIPE, TYPE 1, CIRCULAR, 8 IN. | | | 0018 715-05119 24.000 LFT | 50.00000 1200.00| 49.00000 1176.00| 67.00000 1608.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0019 715-08305 24.000 TON | 100.00000 2400.00| 160.00000 3840.00| 150.00000 3600.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0020 715-95490 65.000 LFT | 100.00000 6500.00| 33.00000 2145.00| 40.00000 2600.00 PIPE, RELAID, 15 IN. | | | 0021 718-52610 1.000 CYS | 80.00000 80.00| 300.00000 300.00| 150.00000 150.00 AGGREGATE FOR UNDERDRAINS | | | 0022 718-99153 10.000 SYS | 10.00000 100.00| 55.00000 550.00| 10.00000 100.00 GEOTEXTILES FOR UNDERDRAIN | | | 0023 720-45505 2.000 EACH | 3000.00000 6000.00| 1900.00000 3800.00| 3000.00000 6000.00 MANHOLE, B4, MODIFIED | | | 0024 801-03290 2.000 EACH | 100.00000 200.00| 83.00000 166.00| 87.00000 174.00 CONSTRUCTION SIGN, C | | | 0025 801-06640 16.000 EACH | 60.00000 960.00| 83.00000 1328.00| 87.00000 1392.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP | 8000.00000 8000.00| 8000.00000 8000.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 43,322.00| $ 44,553.00| $ 44,668.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 43,322.00| $ 44,553.00| $ 44,668.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 265,290.71 ROUTE : SR 44 CALL ORDER : 540 CONTRACT ID : M -28012-B COUNTIES : RUSH LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/12/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 263,793.63 100.0000% 2 35-1568035 HOLMAN EXCAVATING $ 270,045.40 102.3699% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 277,424.80 105.1674% 4 84-1656426 SEBCORP INC $ 290,925.00 110.2851% ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1568035 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |HOLMAN EXCAVATING |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENTS | | | 0001 105-06845 LUMP | 2250.00000 2250.00| 3841.00000 3841.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 13000.00000 13000.00| 17273.36000 17273.36| 13500.00000 13500.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 2500.00000 2500.00| 1400.00000 1400.00| 2700.00000 2700.00 CLEARING RIGHT OF WAY | | | 0006 202-02241 170.000 LFT | 5.00000 850.00| 9.39000 1596.30| 4.50000 765.00 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP | 12000.00000 12000.00| 7600.00000 7600.00| 6000.00000 6000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 90.000 CYS | 15.00000 1350.00| 21.59000 1943.10| 100.00000 9000.00 EXCAVATION, COMMON | | | 0009 203-02070 125.000 CYS | 15.00000 1875.00| 25.00000 3125.00| 35.00000 4375.00 BORROW | | | 0010 203-51223 45.000 CYS | 10.00000 450.00| 25.00000 1125.00| 30.00000 1350.00 EXCAVATION, WATERWAY | | | 0011 205-06937 250.000 LFT | 2.50000 625.00| 2.30000 575.00| 1.60000 400.00 TEMPORARY SILT FENCE | | | 0012 207-08263 1110.000 SYS | 5.50000 6105.00| 6.50000 7215.00| 4.00000 4440.00 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 265,290.71 ROUTE : SR 44 CALL ORDER : 540 CONTRACT ID : M -28012-B COUNTIES : RUSH LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1568035 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |HOLMAN EXCAVATING |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 211-07454 150.000 CYS | 35.00000 5250.00| 25.00000 3750.00| 25.00000 3750.00 STRUCTURE BACKFILL | | | 0014 213-08058 66.000 CYS | 90.00000 5940.00| 102.53000 6766.98| 90.00000 5940.00 FLOWABLE BACKFILL | | | 0015 303-01180 132.000 TON | 15.00000 1980.00| 11.79000 1556.28| 22.00000 2904.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0016 303-07449 88.000 TON | 17.50000 1540.00| 12.48000 1098.24| 30.00000 2640.00 COMPACTED AGGREGATE, NO. 73 | | | 0017 303-60012 126.000 TON | 20.00000 2520.00| 13.17000 1659.42| 15.00000 1890.00 AGGREGATE, 2 | | | 0018 306-08043 670.000 SYS | 5.50000 3685.00| 7.77000 5205.90| 4.00000 2680.00 MILLING, TRANSITION | | | 0019 402-07433 300.000 TON | 65.00000 19500.00| 64.55000 19365.00| 59.00000 17700.00 HMA SURFACE, TYPE B | | | 0020 402-07438 275.000 TON | 60.00000 16500.00| 60.74000 16703.50| 56.00000 15400.00 HMA INTERMEDIATE, TYPE B | | | 0021 406-05520 1.200 TON | 100.00000 120.00| 901.62000 1081.94| 100.00000 120.00 ASPHALT FOR TACK COAT | | | 0022 601-06854 2.000 EACH | 2000.00000 4000.00| 2185.00000 4370.00| 1950.00000 3900.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 4.000 EACH | 2250.00000 9000.00| 2242.00000 8968.00| 2100.00000 8400.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 538.500 LFT | 14.25000 7673.63| 16.12000 8680.62| 14.00000 7539.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 615-06520 1.000 EACH | 800.00000 800.00| 300.00000 300.00| 200.00000 200.00 MONUMENT, RE-ESTABLISH , BRONZE BENCH | | | MARK | | | 0026 616-02320 1210.000 SYS | 3.00000 3630.00| 2.24000 2710.40| 1.50000 1815.00 GEOTEXTILES | | | 0027 616-06405 180.000 TON | 18.00000 3240.00| 49.27000 8868.60| 36.00000 6480.00 RIPRAP, REVETMENT | | | 0028 616-06451 190.000 TON | 20.00000 3800.00| 49.27000 9361.30| 36.00000 6840.00 RIPRAP, UNIFORM | | | 0029 621-01004 2.000 EACH | 260.00000 520.00| 517.50000 1035.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 2530.000 SYS | 0.75000 1897.50| 0.86000 2175.80| 0.75000 1897.50 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 540 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 265,290.71 ROUTE : SR 44 CALL ORDER : 540 CONTRACT ID : M -28012-B COUNTIES : RUSH LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1568035 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |HOLMAN EXCAVATING |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 621-06570 95.000 CYS | 17.50000 1662.50| 59.79000 5680.05| 35.00000 3325.00 TOP SOIL , ENCASEMENT | | | 0032 714-06660 70.000 SYS | 400.00000 28000.00| 413.70000 28959.00| 275.00000 19250.00 WINGWALL | | | 0033 714-26719 52.000 LFT | 850.00000 44200.00| 834.13000 43374.76| 1250.00000 65000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 7 FT. (9 FT. x 7 FT. | | | MIN.) | | | 0034 715-06492 1.000 EACH | 1200.00000 1200.00| 2006.25000 2006.25| 900.00000 900.00 CONCRETE ANCHOR, 54 IN. | | | 0035 715-08305 85.000 TON | 65.00000 5525.00| 72.63000 6173.55| 63.00000 5355.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0036 725-06873 68.000 LFT | 500.00000 34000.00| 200.32000 13621.76| 450.00000 30600.00 PIPE LINER, THERMOPLASTIC, 54 IN. , | | | HDPE, SOLID WALL | | | 0037 801-04308 8.000 EACH | 150.00000 1200.00| 172.50000 1380.00| 125.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06207 84.000 LFT | 1.00000 84.00| 10.05000 844.20| 1.00000 84.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06625 69.000 EACH | 60.00000 4140.00| 63.25000 4364.25| 55.00000 3795.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0040 801-06640 24.000 EACH | 90.00000 2160.00| 86.25000 2070.00| 80.00000 1920.00 CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP | 4750.00000 4750.00| 1437.50000 1437.50| 5600.00000 5600.00 MAINTAINING TRAFFIC | | | 0042 801-07118 96.000 LFT | 9.00000 864.00| 11.44000 1098.24| 7.50000 720.00 BARRICADE, III-A | | | 0043 801-07119 120.000 LFT | 9.00000 1080.00| 12.65000 1518.00| 8.00000 960.00 BARRICADE, III-B | | | 0044 804-06725 8.000 EACH | 20.00000 160.00| 20.70000 165.60| 19.00000 152.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0045 808-06712 210.000 LFT | 0.50000 105.00| 0.75000 157.50| 0.33000 69.30 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 1700.000 LFT | 0.50000 850.00| 0.75000 1275.00| 0.33000 561.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-75996 22.000 EACH | 20.00000 440.00| 195.00000 4290.00| 17.00000 374.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 540 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 265,290.71 ROUTE : SR 44 CALL ORDER : 540 CONTRACT ID : M -28012-B COUNTIES : RUSH LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1568035 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |HOLMAN EXCAVATING |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 808-75998 22.000 EACH | 35.00000 770.00| 103.50000 2277.00| 31.00000 682.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 263,793.63| $ 270,045.40| $ 277,424.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 263,793.63| $ 270,045.40| $ 277,424.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 540 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 265,290.71 ROUTE : SR 44 CALL ORDER : 540 CONTRACT ID : M -28012-B COUNTIES : RUSH LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 84-1656426 |( ) |( ) |SEBCORP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENTS | | | 0001 105-06845 LUMP | 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 16200.00000 16200.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 2000.00000 2000.00| | CLEARING RIGHT OF WAY | | | 0006 202-02241 170.000 LFT | 5.00000 850.00| | GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP | 18000.00000 18000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 90.000 CYS | 25.00000 2250.00| | EXCAVATION, COMMON | | | 0009 203-02070 125.000 CYS | 11.00000 1375.00| | BORROW | | | 0010 203-51223 45.000 CYS | 22.00000 990.00| | EXCAVATION, WATERWAY | | | 0011 205-06937 250.000 LFT | 6.00000 1500.00| | TEMPORARY SILT FENCE | | | 0012 207-08263 1110.000 SYS | 16.70000 18537.00| | SUBGRADE TREATMENT, TYPE IA | | | 0013 211-07454 150.000 CYS | 19.00000 2850.00| | STRUCTURE BACKFILL | | | 0014 213-08058 66.000 CYS | 60.00000 3960.00| | FLOWABLE BACKFILL | | | 0015 303-01180 132.000 TON | 21.00000 2772.00| | COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0016 303-07449 88.000 TON | 17.00000 1496.00| | COMPACTED AGGREGATE, NO. 73 | | | 0017 303-60012 126.000 TON | 17.00000 2142.00| | AGGREGATE, 2 | | | 0018 306-08043 670.000 SYS | 8.00000 5360.00| | MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 540 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 265,290.71 ROUTE : SR 44 CALL ORDER : 540 CONTRACT ID : M -28012-B COUNTIES : RUSH LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 84-1656426 |( ) |( ) |SEBCORP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07433 300.000 TON | 61.00000 18300.00| | HMA SURFACE, TYPE B | | | 0020 402-07438 275.000 TON | 56.00000 15400.00| | HMA INTERMEDIATE, TYPE B | | | 0021 406-05520 1.200 TON | 150.00000 180.00| | ASPHALT FOR TACK COAT | | | 0022 601-06854 2.000 EACH | 1900.00000 3800.00| | GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 4.000 EACH | 1950.00000 7800.00| | GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 538.500 LFT | 13.00000 7000.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 615-06520 1.000 EACH | 800.00000 800.00| | MONUMENT, RE-ESTABLISH , BRONZE BENCH | | | MARK | | | 0026 616-02320 1210.000 SYS | 2.20000 2662.00| | GEOTEXTILES | | | 0027 616-06405 180.000 TON | 18.00000 3240.00| | RIPRAP, REVETMENT | | | 0028 616-06451 190.000 TON | 18.00000 3420.00| | RIPRAP, UNIFORM | | | 0029 621-01004 2.000 EACH | 350.00000 700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 2530.000 SYS | 0.50000 1265.00| | MULCHED SEEDING, R | | | 0031 621-06570 95.000 CYS | 30.00000 2850.00| | TOP SOIL , ENCASEMENT | | | 0032 714-06660 70.000 SYS | 610.00000 42700.00| | WINGWALL | | | 0033 714-26719 52.000 LFT | 770.00000 40040.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 7 FT. (9 FT. x 7 FT. | | | MIN.) | | | 0034 715-06492 1.000 EACH | 2500.00000 2500.00| | CONCRETE ANCHOR, 54 IN. | | | 0035 715-08305 85.000 TON | 102.00000 8670.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0036 725-06873 68.000 LFT | 440.00000 29920.00| | PIPE LINER, THERMOPLASTIC, 54 IN. , | | | HDPE, SOLID WALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 540 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 265,290.71 ROUTE : SR 44 CALL ORDER : 540 CONTRACT ID : M -28012-B COUNTIES : RUSH LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 84-1656426 |( ) |( ) |SEBCORP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 801-04308 8.000 EACH | 120.00000 960.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06207 84.000 LFT | 1.50000 126.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06625 69.000 EACH | 55.00000 3795.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0040 801-06640 24.000 EACH | 80.00000 1920.00| | CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP | 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0042 801-07118 96.000 LFT | 7.50000 720.00| | BARRICADE, III-A | | | 0043 801-07119 120.000 LFT | 8.00000 960.00| | BARRICADE, III-B | | | 0044 804-06725 8.000 EACH | 18.00000 144.00| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0045 808-06712 210.000 LFT | 0.35000 73.50| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 1700.000 LFT | 0.35000 595.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-75996 22.000 EACH | 20.00000 440.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 22.000 EACH | 30.00000 660.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 290,925.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 290,925.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 184,016.34 ROUTE : VARIOUS CALL ORDER : 550 CONTRACT ID : M -28100-C COUNTIES : VARIOUS LETTING DATE : 06/22/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/12/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1038926 TOWNSEND TREE SERVICE CO $ 182,964.15 100.0000% ==================================================================================================================================== |( 1 ) 35-1038926 |( ) |( ) |TOWNSEND TREE SERVICE CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HERBICIDE TREATMENT | | | 0001 624-92647 3897.000 ACRE | 46.95000 182964.15| | HERBICIDE TREATMENT | | | SECTION TOTALS | $ 182,964.15| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 182,964.15| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 476,645.44 ROUTE : SR 116 CALL ORDER : 560 CONTRACT ID : M -28147-A COUNTIES : HUNTINGTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/14/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 346,143.15 100.0000% ==================================================================================================================================== |( 1 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE AND WIDENING | | | 0001 105-06845 LUMP | 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1400.00000 8400.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 17300.00000 17300.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6900.00000 6900.00| | CLEARING RIGHT OF WAY | | | 0007 202-02241 475.000 LFT | 3.80000 1805.00| | GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 18800.00000 18800.00| | PRESENT STRUCTURE, REMOVE | | | 0009 202-52710 191.000 SYS | 9.00000 1719.00| | SIDEWALK, CONCRETE, REMOVE | | | 0010 202-93741 2.000 EACH | 125.00000 250.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0011 203-90014 4.750 STA | 215.00000 1021.25| | LINEAR GRADING | | | 0012 203-90014 1.500 STA | 1550.00000 2325.00| | LINEAR GRADING FOR CONCRETE BOX CULVERT | | | 0013 211-07454 2400.000 CYS | 25.00000 60000.00| | STRUCTURE BACKFILL | | | 0014 303-01180 360.000 TON | 15.00000 5400.00| | COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 476,645.44 ROUTE : SR 116 CALL ORDER : 560 CONTRACT ID : M -28147-A COUNTIES : HUNTINGTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 303-07449 30.000 TON | 25.00000 750.00| | COMPACTED AGGREGATE, NO. 73 | | | 0016 304-07490 850.000 TON | 53.50000 45475.00| | HMA PATCHING, TYPE B | | | 0017 304-07493 140.000 TON | 30.50000 4270.00| | WIDENING WITH HMA, TYPE B | | | 0018 306-08034 8600.000 SYS | 1.10000 9460.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0019 401-06264 LUMP | 375.00000 375.00| | PROFILOGRAPH, HMA | | | 0020 401-07321 750.000 TON | 35.00000 26250.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0021 406-05520 5.000 TON | 190.00000 950.00| | ASPHALT FOR TACK COAT | | | 0022 601-94689 2.000 EACH | 2115.00000 4230.00| | GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 475.000 LFT | 13.00000 6175.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 604-06070 65.000 SYS | 49.00000 3185.00| | SIDEWALK, CONCRETE | | | 0025 604-07894 38.000 SYS | 100.00000 3800.00| | CURB RAMP, CONCRETE, A | | | 0026 604-07896 80.000 SYS | 100.00000 8000.00| | CURB RAMP, CONCRETE, B | | | 0027 604-07899 37.000 SYS | 100.00000 3700.00| | CURB RAMP, CONCRETE, E | | | 0028 604-07902 11.000 SYS | 100.00000 1100.00| | CURB RAMP, CONCRETE, H | | | 0029 605-06120 75.000 LFT | 20.00000 1500.00| | CURB, CONCRETE | | | 0030 608-04396 20.000 EACH | 1.00000 20.00| | SHOULDER DRAIN | | | 0031 610-07487 50.000 TON | 65.00000 3250.00| | HMA FOR APPROACHES, TYPE B | | | 0032 616-02320 540.000 SYS | 2.00000 1080.00| | GEOTEXTILES | | | 0033 616-06405 945.000 TON | 21.00000 19845.00| | RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH | 400.00000 400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 560 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 476,645.44 ROUTE : SR 116 CALL ORDER : 560 CONTRACT ID : M -28147-A COUNTIES : HUNTINGTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 621-02770 275.000 SYS | 3.30000 907.50| | EROSION CONTROL BLANKET | | | 0036 621-06559 500.000 SYS | 1.48000 740.00| | MULCHED SEEDING, R | | | 0037 621-06575 6.000 SYS | 138.80000 832.80| | SODDING, NURSERY | | | 0038 714-02677 120.000 LFT | 315.00000 37800.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 4 FT. | | | 0039 715-08305 170.000 TON | 34.00000 5780.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0040 720-44000 2.000 EACH | 241.00000 482.00| | CASTING, ADJUST TO GRADE | | | 0041 801-04308 5.000 EACH | 36.00000 180.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0042 801-06207 1275.000 LFT | 0.01000 12.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06625 16.000 EACH | 32.00000 512.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 35.000 EACH | 65.00000 2275.00| | CONSTRUCTION SIGN, A | | | 0045 801-06645 2.000 EACH | 65.00000 130.00| | CONSTRUCTION SIGN, B | | | 0046 801-06775 LUMP | 11000.00000 11000.00| | MAINTAINING TRAFFIC | | | 0047 801-07118 144.000 LFT | 6.75000 972.00| | BARRICADE, III-A | | | 0048 801-07119 48.000 LFT | 6.75000 324.00| | BARRICADE, III-B | | | 0049 802-05704 124.000 LFT | 9.30000 1153.20| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0050 802-07060 9.000 EACH | 60.00000 540.00| | SIGN, SHEET, RELOCATE | | | 0051 804-06771 10.000 EACH | 23.00000 230.00| | DELINEATOR POST, FLEXIBLE | | | 0052 808-06703 3781.000 LFT | 0.45000 1701.45| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 560 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 476,645.44 ROUTE : SR 116 CALL ORDER : 560 CONTRACT ID : M -28147-A COUNTIES : HUNTINGTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 808-75245 5796.000 LFT | 0.45000 2608.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0054 808-75297 30.000 LFT | 3.50000 105.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0055 808-75300 160.000 LFT | 0.75000 120.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 346,143.15| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 346,143.15| $ 0.00| $ ====================================================================================================================================