INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 621 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 77,791.00 ROUTE : CALL ORDER : 621 CONTRACT ID : M -27897-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/04/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1558367 MYERS PAVING INC $ 49,812.00 100.0000% 2 35-1341287 HARCO ASPHALT PAVING INC. $ 56,121.00 112.6656% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 64,228.50 128.9418% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 66,107.00 132.7130% 5 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 78,000.00 156.5888% ==================================================================================================================================== |( 1 ) 35-1558367 |( 2 ) 35-1341287 |( 3 ) 35-0918397 |MYERS PAVING INC |HARCO ASPHALT PAVING INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTITUTION ROAD MAINTENANCE | | | 0001 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0002 110-01001 LUMP | 5000.00000 5000.00| 2500.00000 2500.00| 9000.00000 9000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 301-07448 125.000 TON | 22.00000 2750.00| 20.00000 2500.00| 49.60000 6200.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0004 303-07449 30.000 TON | 22.00000 660.00| 23.00000 690.00| 65.20000 1956.00 COMPACTED AGGREGATE, NO. 73 | | | 0005 304-07489 175.000 TON | 75.00000 13125.00| 100.00000 17500.00| 101.20000 17710.00 HMA PATCHING, TYPE A | | | 0006 402-07450 402.000 TON | 63.00000 25326.00| 75.00000 30150.00| 68.00000 27336.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0007 406-05520 1.000 TON | 750.00000 750.00| 700.00000 700.00| 225.50000 225.50 ASPHALT FOR TACK COAT | | | 0008 801-06640 4.000 EACH | 125.00000 500.00| 200.00000 800.00| 200.00000 800.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP | 1700.00000 1700.00| 1280.00000 1280.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 49,812.00| $ 56,121.00| $ 64,228.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 49,812.00| $ 56,121.00| $ 64,228.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 621 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 77,791.00 ROUTE : CALL ORDER : 621 CONTRACT ID : M -27897-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1151771 |( ) |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO. I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTITUTION ROAD MAINTENANCE | | | 0001 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0002 110-01001 LUMP | 3200.00000 3200.00| 11825.00000 11825.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 301-07448 125.000 TON | 50.00000 6250.00| 64.60000 8075.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0004 303-07449 30.000 TON | 50.00000 1500.00| 46.50000 1395.00| COMPACTED AGGREGATE, NO. 73 | | | 0005 304-07489 175.000 TON | 132.00000 23100.00| 154.00000 26950.00| HMA PATCHING, TYPE A | | | 0006 402-07450 402.000 TON | 65.00000 26130.00| 57.00000 22914.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0007 406-05520 1.000 TON | 200.00000 200.00| 100.00000 100.00| ASPHALT FOR TACK COAT | | | 0008 801-06640 4.000 EACH | 200.00000 800.00| 185.00000 740.00| CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP | 4926.00000 4926.00| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 66,107.00| $ 78,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 66,107.00| $ 78,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 631 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 196,879.30 ROUTE : CALL ORDER : 631 CONTRACT ID : M -28279-A COUNTIES : PERRY LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1558367 MYERS PAVING INC $ 149,717.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 158,965.50 106.1773% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 240,600.00 160.7032% ==================================================================================================================================== |( 1 ) 35-1558367 |( 2 ) 35-0626844 |( 3 ) 35-2040801 |MYERS PAVING INC |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTITUTION ROAD MAINTENANCE | | | 0001 105-07038 2.000 MOS | 1800.00000 3600.00| 1975.00000 3950.00| 1300.00000 2600.00 FIELD OFFICE, A | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 7650.00000 7650.00| 7850.00000 7850.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 304-07490 600.000 TON | 75.00000 45000.00| 105.00000 63000.00| 180.00000 108000.00 HMA PATCHING, TYPE B | | | 0006 402-07433 1400.000 TON | 52.50000 73500.00| 48.40000 67760.00| 62.00000 86800.00 HMA SURFACE, TYPE B | | | 0007 402-07438 240.000 TON | 51.00000 12240.00| 48.40000 11616.00| 56.00000 13440.00 HMA INTERMEDIATE, TYPE B | | | 0008 406-05520 5.500 TON | 750.00000 4125.00| 225.00000 1237.50| 240.00000 1320.00 ASPHALT FOR TACK COAT | | | 0009 801-06640 5.000 EACH | 120.00000 600.00| 370.00000 1850.00| 275.00000 1375.00 CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP | 3000.00000 3000.00| 1700.00000 1700.00| 15063.00000 15063.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 149,717.00| $ 158,965.50| $ 240,600.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 149,717.00| $ 158,965.50| $ 240,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 641 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,305.90 ROUTE : SR 62 CALL ORDER : 641 CONTRACT ID : M -28280-A COUNTIES : VANDERBURGH LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES 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 35-1389596 CARDINAL INDIANA, INC. $ 206,462.00 100.0000% 2 35-1663068 SIMS & PEDIGO COMPANY $ 264,102.67 127.9183% 3 35-1131315 FIVE STAR PAINTING, INC. $ 444,639.00 215.3612% ==================================================================================================================================== |( 1 ) 35-1389596 |( 2 ) 35-1663068 |( 3 ) 35-1131315 |CARDINAL INDIANA, INC. |SIMS & PEDIGO COMPANY |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 MASONRY COATING OF BARRIER WALLS | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 10000.00000 10000.00| 12566.75000 12566.75| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 709-51821 LUMP | 2400.00000 2400.00| 52313.92000 52313.92| 69051.00000 69051.00 SURFACE SEAL | | | 0006 728-98377 LUMP | 177220.00000 177220.00| 171920.00000 171920.00| 349386.00000 349386.00 MASONRY COATING | | | 0007 801-06640 18.000 EACH | 130.00000 2340.00| 250.00000 4500.00| 150.00000 2700.00 CONSTRUCTION SIGN, A | | | 0008 801-06710 70.000 DAY | 50.00000 3500.00| 40.00000 2800.00| 50.00000 3500.00 FLASHING ARROW SIGN | | | 0009 801-06775 LUMP | 11000.00000 11000.00| 20000.00000 20000.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 206,462.00| $ 264,102.67| $ 444,639.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 206,462.00| $ 264,102.67| $ 444,639.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 645 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,686.05 ROUTE : SR 61 & SR 68 CALL ORDER : 645 CONTRACT ID : M -28286-A COUNTIES : WARRICK LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 06/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 312,321.90 100.0000% 2 35-1139301 E & B PAVING, INC. $ 319,999.90 102.4584% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 401,900.00 128.6813% ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-2040801 |RUDOLPH, J.H. & CO |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL AND CURVE CORRECTION | | | 0001 105-07038 5.000 MOS | 1800.00000 9000.00| 1800.00000 9000.00| 1225.00000 6125.00 FIELD OFFICE, A | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 15600.00000 15600.00| 16000.00000 16000.00| 20100.00000 20100.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 300.000 LFT | 3.70000 1110.00| 4.00000 1200.00| 3.70000 1110.00 GUARDRAIL, REMOVE | | | 0006 202-93741 2.000 EACH | 430.00000 860.00| 200.00000 400.00| 430.00000 860.00 GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-02000 665.000 CYS | 12.00000 7980.00| 22.00000 14630.00| 9.00000 5985.00 EXCAVATION, COMMON | | | 0008 203-02070 790.000 CYS | 26.00000 20540.00| 24.00000 18960.00| 23.00000 18170.00 BORROW | | | 0009 205-06931 200.000 TON | 26.00000 5200.00| 33.00000 6600.00| 30.00000 6000.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 5400.000 LFT | 1.80000 9720.00| 2.25000 12150.00| 1.70000 9180.00 TEMPORARY SILT FENCE | | | 0011 303-07449 310.000 TON | 30.50000 9455.00| 50.00000 15500.00| 38.00000 11780.00 COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 200.000 TON | 114.00000 22800.00| 160.00000 32000.00| 150.00000 30000.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 645 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,686.05 ROUTE : SR 61 & SR 68 CALL ORDER : 645 CONTRACT ID : M -28286-A COUNTIES : WARRICK LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-2040801 |RUDOLPH, J.H. & CO |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08043 240.000 SYS | 12.00000 2880.00| 13.00000 3120.00| 12.50000 3000.00 MILLING, TRANSITION | | | 0014 402-07451 3000.000 TON | 44.00000 132000.00| 47.00000 141000.00| 70.00000 210000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0015 406-05520 8.200 TON | 225.00000 1845.00| 225.00000 1845.00| 240.00000 1968.00 ASPHALT FOR TACK COAT | | | 0017 601-94689 2.000 EACH | 4400.00000 8800.00| 2500.00000 5000.00| 4000.00000 8000.00 GUARDRAIL END TREATMENT, OS | | | 0018 621-01004 1.000 EACH | 900.00000 900.00| 900.00000 900.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06559 2690.000 SYS | 0.66000 1775.40| 0.66000 1775.40| 1.45000 3900.50 MULCHED SEEDING, R | | | 0020 801-06203 2650.000 LFT | 0.60000 1590.00| 0.10000 265.00| 0.75000 1987.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0021 801-06207 6000.000 LFT | 1.50000 9000.00| 0.10000 600.00| 1.25000 7500.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06640 39.000 EACH | 120.00000 4680.00| 120.00000 4680.00| 120.00000 4680.00 CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP | 22000.00000 22000.00| 10530.00000 10530.00| 27967.50000 27967.50 MAINTAINING TRAFFIC | | | 0024 808-06712 450.000 LFT | 0.12000 54.00| 0.12000 54.00| 0.12000 54.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0025 808-06713 18300.000 LFT | 0.12000 2196.00| 0.12000 2196.00| 0.12000 2196.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-06714 14300.000 LFT | 0.12000 1716.00| 0.12000 1716.00| 0.12000 1716.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-75996 210.000 EACH | 4.25000 892.50| 4.25000 892.50| 4.25000 892.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 808-75998 210.000 EACH | 20.00000 4200.00| 20.00000 4200.00| 20.00000 4200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0029 601-99105 588.000 LFT | 14.50000 8526.00| 18.00000 10584.00| 14.50000 8526.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 105-06845 LUMP | 7000.00000 7000.00| 4200.00000 4200.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 312,321.90| $ 319,999.90| $ 401,900.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 312,321.90| $ 319,999.90| $ 401,900.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 651 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 706,794.06 ROUTE : US 231 CALL ORDER : 651 CONTRACT ID : M -28330-A COUNTIES : GREENE LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 06/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 509,531.93 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 548,084.23 107.5662% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1418333 |( ) |O`MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 3.000 MOS | 1500.00000 4500.00| 3100.00000 9300.00| FIELD OFFICE, A | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 15000.00000 15000.00| 6000.00000 6000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02278 775.000 LFT | 7.50000 5812.50| 10.50000 8137.50| CURB, CONCRETE, REMOVE | | | 0007 202-93615 390.000 SYS | 16.50000 6435.00| 20.00000 7800.00| CONCRETE, REMOVE | | | 0008 303-07449 300.000 TON | 25.00000 7500.00| 21.25000 6375.00| COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07491 400.000 TON | 100.00000 40000.00| 95.00000 38000.00| HMA PATCHING, TYPE C | | | 0010 306-08033 34712.000 SYS | 0.65000 22562.80| 0.70000 24298.40| MILLING, ASPHALT, 1 IN. | | | 0011 306-08034 25988.000 SYS | 0.60000 15592.80| 0.50000 12994.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08043 334.000 SYS | 8.00000 2672.00| 5.00000 1670.00| MILLING, TRANSITION | | | 0013 306-08432 3700.000 SYS | 2.25000 8325.00| 3.00000 11100.00| MILLING, APPROACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 651 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 706,794.06 ROUTE : US 231 CALL ORDER : 651 CONTRACT ID : M -28330-A COUNTIES : GREENE LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1418333 |( ) |O`MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 401-07328 5500.000 TON | 45.00000 247500.00| 53.00000 291500.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0015 406-05520 16.000 TON | 180.00000 2880.00| 200.00000 3200.00| ASPHALT FOR TACK COAT | | | 0016 604-07896 60.000 SYS | 125.00000 7500.00| 82.00000 4920.00| CURB RAMP, CONCRETE, B | | | 0017 604-07902 231.000 SYS | 85.00000 19635.00| 130.00000 30030.00| CURB RAMP, CONCRETE, H | | | 0019 610-07488 500.000 TON | 75.00000 37500.00| 90.00000 45000.00| HMA FOR APPROACHES, TYPE C | | | 0020 621-06567 0.700 kGAL | 1.00000 0.70| 1.00000 0.70| WATER | | | 0021 621-06575 165.000 SYS | 11.00000 1815.00| 10.00000 1650.00| SODDING, NURSERY | | | 0022 801-06203 2250.000 LFT | 0.38000 855.00| 0.45000 1012.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0023 801-06207 2250.000 LFT | 0.85000 1912.50| 1.00000 2250.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0024 801-06640 37.000 EACH | 85.00000 3145.00| 80.00000 2960.00| CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP | 20000.00000 20000.00| 3750.00000 3750.00| MAINTAINING TRAFFIC | | | 0026 805-78470 1800.000 LFT | 0.50000 900.00| 0.35000 630.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0027 805-78785 2.000 EACH | 320.00000 640.00| 180.00000 360.00| SIGNAL DETECTOR HOUSING , ADJUST TO | | | GRADE | | | 0028 805-78795 800.000 LFT | 8.50000 6800.00| 8.00000 6400.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0029 808-06703 110.000 LFT | 0.25000 27.50| 0.25000 27.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0030 808-06713 32964.000 LFT | 0.11000 3626.04| 0.11000 3626.04| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0031 808-06714 17944.000 LFT | 0.11000 1973.84| 0.11000 1973.84| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0032 808-75215 120.000 LFT | 1.45000 174.00| 1.45000 174.00| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 651 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 706,794.06 ROUTE : US 231 CALL ORDER : 651 CONTRACT ID : M -28330-A COUNTIES : GREENE LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1418333 |( ) |O`MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 808-75240 977.000 LFT | 0.25000 244.25| 0.25000 244.25| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0034 808-75245 5188.000 LFT | 0.25000 1297.00| 0.25000 1297.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0035 808-75297 36.000 LFT | 3.00000 108.00| 3.00000 108.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0036 808-75300 484.000 LFT | 2.00000 968.00| 2.00000 968.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0037 808-75320 16.000 EACH | 55.00000 880.00| 55.00000 880.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0038 808-75325 14.000 EACH | 58.00000 812.00| 55.00000 770.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0039 808-75996 440.000 EACH | 5.00000 2200.00| 3.00000 1320.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0040 808-75998 440.000 EACH | 22.00000 9680.00| 25.00000 11000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0041 604-06070 179.000 SYS | 45.00000 8055.00| 35.50000 6354.50| SIDEWALK, CONCRETE | | | SECTION TOTALS | $ 509,531.93| $ 548,084.23| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 509,531.93| $ 548,084.23| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 653 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 715,836.93 ROUTE : 27, 1, 28 CALL ORDER : 653 CONTRACT ID : M -28331-B COUNTIES : JAY RANDOLPH LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/05/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 744,546.13 100.0000% ==================================================================================================================================== |( 1 ) 35-1145884 |( ) |( ) |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REHAB AND PATCHING PAVEMENT AND MICRO-SURFACING | | | 0001 105-06845 LUMP | 3080.00000 3080.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 2250.00000 15750.00| | 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 | 36020.00000 36020.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 301-07448 1122.000 TON | 19.75000 22159.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0007 303-01180 382.000 TON | 21.50000 8213.00| | COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07490 2887.000 TON | 51.10000 147525.70| | HMA PATCHING, TYPE B | | | 0009 304-07493 892.000 TON | 44.07000 39310.44| | WIDENING WITH HMA, TYPE B | | | 0010 304-07783 1184.000 TON | 53.41000 63237.44| | HMA PATCHING, TYPE D | | | 0011 306-08039 3398.000 SYS | 3.84000 13048.32| | MILLING, ASPHALT REMOVAL | | | 0012 306-08042 7845.000 SYS | 1.28000 10041.60| | MILLING, SCARIFICATION/PROFILE | | | 0013 402-03720 57222.000 SYS | 1.70000 97277.40| | MICRO-SURFACING, SURFACE COURSE | | | 0014 402-03721 57222.000 SYS | 1.50000 85833.00| | MICRO-SURFACING, LEVELING COURSE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 653 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 715,836.93 ROUTE : 27, 1, 28 CALL ORDER : 653 CONTRACT ID : M -28331-B COUNTIES : JAY RANDOLPH LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1145884 |( ) |( ) |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 402-07433 775.000 TON | 45.37000 35161.75| | HMA SURFACE, TYPE B | | | 0016 402-07438 561.000 TON | 40.18000 22540.98| | HMA INTERMEDIATE, TYPE B | | | 0017 402-07441 1682.000 TON | 38.00000 63916.00| | HMA BASE, TYPE B | | | 0018 406-05520 4.000 TON | 265.00000 1060.00| | ASPHALT FOR TACK COAT | | | 0019 604-07896 22.000 SYS | 422.00000 9284.00| | CURB RAMP, CONCRETE, B | | | 0020 604-07897 17.000 SYS | 412.00000 7004.00| | CURB RAMP, CONCRETE, C | | | 0021 604-07899 11.000 SYS | 402.00000 4422.00| | CURB RAMP, CONCRETE, E | | | 0022 617-04488 3397.000 SYS | 1.02000 3464.94| | GEOGRID, SUBGRADE , INSTALL | | | 0023 801-06207 2569.000 LFT | 0.70000 1798.30| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0024 801-06640 57.000 EACH | 110.00000 6270.00| | CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP | 41982.00000 41982.00| | MAINTAINING TRAFFIC | | | 0026 808-06712 2677.000 LFT | 0.18000 481.86| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0027 808-06713 8521.000 LFT | 0.10000 852.10| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0028 808-06714 14984.000 LFT | 0.10000 1498.40| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0029 808-06721 454.000 LFT | 1.10000 499.40| | TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0030 808-06723 16.000 EACH | 47.00000 752.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0031 808-06724 15.000 EACH | 50.00000 750.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0032 808-06726 305.000 LFT | 2.00000 610.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 653 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 715,836.93 ROUTE : 27, 1, 28 CALL ORDER : 653 CONTRACT ID : M -28331-B COUNTIES : JAY RANDOLPH LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1145884 |( ) |( ) |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 808-75140 4.000 EACH | 175.00000 700.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | SECTION TOTALS | $ 744,546.13| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 744,546.13| $ 548,084.23| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 661 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 173,044.03 ROUTE : US 136 CALL ORDER : 661 CONTRACT ID : M -28339-A COUNTIES : HENDRICKS 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 90-0177865 HIS CONSTRUCTORS LLC $ 144,394.00 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 148,417.00 102.7861% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 190,395.22 131.8581% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 191,516.75 132.6348% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 202,943.52 140.5484% ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HIS CONSTRUCTORS LLC |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DRAINAGE DITCH CORRECTION | | | 0001 105-06845 LUMP | 3100.00000 3100.00| 6000.00000 6000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06906 6.000 MOS | 150.00000 900.00| 150.00000 900.00| 250.00000 1500.00 CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-07038 6.000 MOS | 1100.00000 6600.00| 1800.00000 10800.00| 2500.00000 15000.00 FIELD OFFICE, A | | | 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 | 7250.00000 7250.00| 15546.86000 15546.86| 13700.00000 13700.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02271 8.000 EACH | 200.00000 1600.00| 546.00000 4368.00| 185.00000 1480.00 HEADWALL, REMOVE | | | 0008 202-96133 157.000 LFT | 7.00000 1099.00| 13.92000 2185.44| 14.00000 2198.00 PIPE, REMOVE | | | 0009 203-02000 693.000 CYS | 17.00000 11781.00| 22.71000 15738.03| 40.00000 27720.00 EXCAVATION, COMMON | | | 0010 205-03371 10.000 CYS | 20.00000 200.00| 154.72000 1547.20| 50.00000 500.00 SEDIMENT, REMOVE | | | 0011 205-06937 2000.000 LFT | 1.25000 2500.00| 1.25000 2500.00| 1.35000 2700.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 661 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 173,044.03 ROUTE : US 136 CALL ORDER : 661 CONTRACT ID : M -28339-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HIS CONSTRUCTORS LLC |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 211-07454 57.000 CYS | 18.00000 1026.00| 69.80000 3978.60| 21.00000 1197.00 STRUCTURE BACKFILL | | | 0013 213-04324 7.300 CYS | 150.00000 1095.00| 154.45000 1127.49| 81.88000 597.72 FLOWABLE FILL | | | 0014 303-07449 50.000 TON | 38.00000 1900.00| 27.29000 1364.50| 34.25000 1712.50 COMPACTED AGGREGATE, NO. 73 | | | 0015 616-06451 29.000 TON | 48.00000 1392.00| 71.46000 2072.34| 54.00000 1566.00 RIPRAP, UNIFORM | | | 0016 621-01004 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 75.00000 75.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-06574 3300.000 SYS | 2.90000 9570.00| 3.77000 12441.00| 2.75000 9075.00 SODDING | | | 0018 715-05118 95.000 LFT | 23.00000 2185.00| 26.30000 2498.50| 41.00000 3895.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0019 715-05168 9.000 LFT | 32.00000 288.00| 36.83000 331.47| 43.00000 387.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0020 715-05169 208.000 LFT | 27.00000 5616.00| 28.45000 5917.60| 41.00000 8528.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0021 715-05171 907.000 LFT | 33.00000 29931.00| 22.85000 20724.95| 41.00000 37187.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0022 715-08305 27.000 TON | 185.00000 4995.00| 149.53000 4037.31| 220.00000 5940.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0023 715-26776 1.000 EACH | 3900.00000 3900.00| 4030.00000 4030.00| 4425.00000 4425.00 GRATED BOX END SECTION, I, 2:1, 36 IN. | | | 0024 715-46000 4.000 EACH | 340.00000 1360.00| 269.94000 1079.76| 315.00000 1260.00 PIPE END SECTION, 12 IN. | | | 0025 715-46005 13.000 EACH | 360.00000 4680.00| 305.69000 3973.97| 345.00000 4485.00 PIPE END SECTION, 15 IN. | | | 0026 720-04682 1.000 EACH | 1250.00000 1250.00| 1078.10000 1078.10| 1455.00000 1455.00 INLET, E7, MODIFIED | | | 0027 720-45030 2.000 EACH | 1250.00000 2500.00| 1078.10000 2156.20| 1475.00000 2950.00 INLET, E7 | | | 0028 720-45405 8.000 EACH | 1375.00000 11000.00| 1541.75000 12334.00| 2250.00000 18000.00 MANHOLE, B4 | | | 0029 801-03290 4.000 EACH | 38.50000 154.00| 46.80000 187.20| 50.00000 200.00 CONSTRUCTION SIGN, C | | | 0030 801-06640 14.000 EACH | 105.00000 1470.00| 98.80000 1383.20| 115.00000 1610.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 661 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 173,044.03 ROUTE : US 136 CALL ORDER : 661 CONTRACT ID : M -28339-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |HIS CONSTRUCTORS LLC |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 801-06775 LUMP | 25000.00000 25000.00| 8063.28000 8063.28| 17050.00000 17050.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 144,394.00| $ 148,417.00| $ 190,395.22 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 144,394.00| $ 148,417.00| $ 190,395.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 661 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 173,044.03 ROUTE : US 136 CALL ORDER : 661 CONTRACT ID : M -28339-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-0999231 |( ) |HARVEY, GEORGE R. & SON, INC |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 105-06845 LUMP | 6000.00000 6000.00| 3464.54000 3464.54| CONSTRUCTION ENGINEERING | | | 0002 105-06906 6.000 MOS | 200.00000 1200.00| 195.58000 1173.48| CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-07038 6.000 MOS | 1500.00000 9000.00| 1860.24000 11161.44| FIELD OFFICE, A | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 9500.00000 9500.00| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02271 8.000 EACH | 100.00000 800.00| 301.65000 2413.20| HEADWALL, REMOVE | | | 0008 202-96133 157.000 LFT | 10.00000 1570.00| 25.00000 3925.00| PIPE, REMOVE | | | 0009 203-02000 693.000 CYS | 17.25000 11954.25| 70.00000 48510.00| EXCAVATION, COMMON | | | 0010 205-03371 10.000 CYS | 20.00000 200.00| 51.42000 514.20| SEDIMENT, REMOVE | | | 0011 205-06937 2000.000 LFT | 1.50000 3000.00| 1.34000 2680.00| TEMPORARY SILT FENCE | | | 0012 211-07454 57.000 CYS | 22.00000 1254.00| 50.00000 2850.00| STRUCTURE BACKFILL | | | 0013 213-04324 7.300 CYS | 100.00000 730.00| 191.09000 1394.96| FLOWABLE FILL | | | 0014 303-07449 50.000 TON | 30.00000 1500.00| 36.57000 1828.50| COMPACTED AGGREGATE, NO. 73 | | | 0015 616-06451 29.000 TON | 40.00000 1160.00| 51.99000 1507.71| RIPRAP, UNIFORM | | | 0016 621-01004 1.000 EACH | 57.50000 57.50| 55.88000 55.88| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-06574 3300.000 SYS | 3.00000 9900.00| 2.91000 9603.00| SODDING | | | 0018 715-05118 95.000 LFT | 45.00000 4275.00| 51.58000 4900.10| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 661 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 173,044.03 ROUTE : US 136 CALL ORDER : 661 CONTRACT ID : M -28339-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-0999231 |( ) |HARVEY, GEORGE R. & SON, INC |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 715-05168 9.000 LFT | 51.00000 459.00| 49.16000 442.44| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0020 715-05169 208.000 LFT | 51.00000 10608.00| 39.74000 8265.92| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0021 715-05171 907.000 LFT | 52.00000 47164.00| 27.13000 24606.91| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0022 715-08305 27.000 TON | 200.00000 5400.00| 193.25000 5217.75| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0023 715-26776 1.000 EACH | 3500.00000 3500.00| 5526.76000 5526.76| GRATED BOX END SECTION, I, 2:1, 36 IN. | | | 0024 715-46000 4.000 EACH | 225.00000 900.00| 201.86000 807.44| PIPE END SECTION, 12 IN. | | | 0025 715-46005 13.000 EACH | 250.00000 3250.00| 228.80000 2974.40| PIPE END SECTION, 15 IN. | | | 0026 720-04682 1.000 EACH | 1250.00000 1250.00| 1186.38000 1186.38| INLET, E7, MODIFIED | | | 0027 720-45030 2.000 EACH | 1250.00000 2500.00| 1186.38000 2372.76| INLET, E7 | | | 0028 720-45405 8.000 EACH | 2200.00000 17600.00| 2005.29000 16042.32| MANHOLE, B4 | | | 0029 801-03290 4.000 EACH | 43.25000 173.00| 50.29000 201.16| CONSTRUCTION SIGN, C | | | 0030 801-06640 14.000 EACH | 115.00000 1610.00| 106.17000 1486.38| CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP | 35000.00000 35000.00| 32828.89000 32828.89| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 191,516.75| $ 202,943.52| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 191,516.75| $ 202,943.52| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 671 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 225,048.61 ROUTE : CALL ORDER : 671 CONTRACT ID : M -28348-A COUNTIES : JACKSON LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/30/05 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 $ 168,782.00 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 192,939.00 114.3125% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 288,000.00 170.6343% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1418333 |( 3 ) 35-2040801 |O`MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 3.000 MOS | 1000.00000 3000.00| 2500.00000 7500.00| 1425.00000 4275.00 FIELD OFFICE, A | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 2500.00000 2500.00| 10000.00000 10000.00| 14400.00000 14400.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-01015 LUMP | 500.00000 500.00| 10000.00000 10000.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0006 202-02271 4.000 EACH | 750.00000 3000.00| 175.00000 700.00| 425.00000 1700.00 HEADWALL, REMOVE | | | 0007 202-96133 124.000 LFT | 25.00000 3100.00| 14.50000 1798.00| 18.00000 2232.00 PIPE, REMOVE | | | 0008 203-02000 25.000 CYS | 40.00000 1000.00| 17.50000 437.50| 51.00000 1275.00 EXCAVATION, COMMON | | | 0009 203-02080 0.080 MILE | 50000.00000 4000.00| 22000.00000 1760.00| 80000.00000 6400.00 LINEAR GRADING | | | 0011 304-07490 50.000 TON | 100.00000 5000.00| 60.00000 3000.00| 175.00000 8750.00 HMA PATCHING, TYPE B | | | 0012 306-08043 80.000 SYS | 12.00000 960.00| 12.50000 1000.00| 56.00000 4480.00 MILLING, TRANSITION | | | 0013 402-05498 44.000 TON | 60.00000 2640.00| 64.00000 2816.00| 122.00000 5368.00 HMA FOR PARKING AREA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 671 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 225,048.61 ROUTE : CALL ORDER : 671 CONTRACT ID : M -28348-A COUNTIES : JACKSON LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1418333 |( 3 ) 35-2040801 |O`MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 402-07433 2490.000 TON | 33.50000 83415.00| 40.00000 99600.00| 61.00000 151890.00 HMA SURFACE, TYPE B | | | 0015 402-07451 50.000 TON | 60.00000 3000.00| 40.00000 2000.00| 73.00000 3650.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0016 406-05520 10.500 TON | 200.00000 2100.00| 185.00000 1942.50| 240.00000 2520.00 ASPHALT FOR TACK COAT | | | 0017 615-06496 6.000 EACH | 100.00000 600.00| 40.00000 240.00| 140.00000 840.00 PARKING BARRIER | | | 0019 616-06425 8.000 SYS | 200.00000 1600.00| 55.00000 440.00| 140.00000 1120.00 RIPRAP, GROUTED, 12 IN. | | | 0023 715-05119 40.000 LFT | 38.00000 1520.00| 34.00000 1360.00| 75.00000 3000.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0024 715-05123 64.000 LFT | 69.00000 4416.00| 40.00000 2560.00| 100.00000 6400.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0025 715-05173 20.000 LFT | 69.00000 1380.00| 40.00000 800.00| 100.00000 2000.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0027 801-06640 4.000 EACH | 200.00000 800.00| 275.00000 1100.00| 250.00000 1000.00 CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP | 2500.00000 2500.00| 5000.00000 5000.00| 15425.00000 15425.00 MAINTAINING TRAFFIC | | | 0029 808-04767 150.000 LFT | 2.00000 300.00| 4.50000 675.00| 4.00000 600.00 LINE , PAINT | | | 0030 808-06713 160.000 LFT | 2.00000 320.00| 3.00000 480.00| 4.00000 640.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0031 808-06726 24.000 LFT | 4.00000 96.00| 18.00000 432.00| 8.00000 192.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0032 808-08258 48.000 LFT | 4.00000 192.00| 3.00000 144.00| 8.00000 384.00 TRANSVERSE MARKINGS , PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0033 808-97222 1.000 EACH | 100.00000 100.00| 150.00000 150.00| 80.00000 80.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0034 211-02060 76.000 CYS | 31.00000 2356.00| 15.00000 1140.00| 70.00000 5320.00 B BORROW FOR STRUCTURE BACKFILL | | | 0035 616-06405 10.000 TON | 84.00000 840.00| 45.00000 450.00| 55.00000 550.00 RIPRAP, REVETMENT | | | 0036 616-02320 10.000 SYS | 2.00000 20.00| 13.00000 130.00| 20.00000 200.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 671 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 225,048.61 ROUTE : CALL ORDER : 671 CONTRACT ID : M -28348-A COUNTIES : JACKSON LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1418333 |( 3 ) 35-2040801 |O`MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 725-06866 24.000 LFT | 300.00000 7200.00| 268.00000 6432.00| 268.00000 6432.00 PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0038 725-06857 30.000 LFT | 275.00000 8250.00| 250.00000 7500.00| 250.00000 7500.00 PIPE LINER, THERMOPLASTIC, 24 IN. | | | 0039 725-06859 50.000 LFT | 315.00000 15750.00| 284.00000 14200.00| 284.00000 14200.00 PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0040 303-04470 275.000 TON | 23.00000 6325.00| 26.00000 7150.00| 37.00000 10175.00 CRUSHED STONE, 11 | | | SECTION TOTALS | $ 168,782.00| $ 192,939.00| $ 288,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 168,782.00| $ 192,939.00| $ 288,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 681 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 114,608.00 ROUTE : VARIOUS CALL ORDER : 681 CONTRACT ID : M -28349-A COUNTIES : VARIOUS LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-0176110 DAVEY TREE EXPERT $ 79,921.00 100.0000% 2 32-0064635 THOMPSON INTERSTATE MOWING INC. $ 144,051.00 180.2417% ==================================================================================================================================== |( 1 ) 34-0176110 |( 2 ) 32-0064635 |( ) |DAVEY TREE EXPERT |THOMPSON INTERSTATE MOWING I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE TREE REMOVAL | | | 0001 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 110-01001 LUMP | 3000.00000 3000.00| 15000.00000 15000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02250 10.000 EACH | 250.00000 2500.00| 500.00000 5000.00| TREE, 10 IN., REMOVE | | | 0004 202-02250 1.000 EACH | 450.00000 450.00| 1000.00000 1000.00| TREE, 10 IN., REMOVE , EMERGENCY | | | 0005 202-02255 22.000 EACH | 385.00000 8470.00| 700.00000 15400.00| TREE, 18 IN., REMOVE | | | 0006 202-02255 1.000 EACH | 725.00000 725.00| 2000.00000 2000.00| TREE, 18 IN., REMOVE , EMERGENCY | | | 0007 202-02260 31.000 EACH | 675.00000 20925.00| 900.00000 27900.00| TREE, 30 IN., REMOVE | | | 0008 202-02260 1.000 EACH | 1000.00000 1000.00| 3000.00000 3000.00| TREE, 30 IN., REMOVE , EMERGENCY | | | 0009 202-02265 23.000 EACH | 900.00000 20700.00| 1100.00000 25300.00| TREE, 48 IN., REMOVE | | | 0010 202-02265 1.000 EACH | 1500.00000 1500.00| 5000.00000 5000.00| TREE, 48 IN., REMOVE , EMERGENCY | | | 0011 202-02270 4.000 EACH | 1200.00000 4800.00| 1200.00000 4800.00| TREE, 60 IN., REMOVE | | | 0012 202-02270 1.000 EACH | 1800.00000 1800.00| 5000.00000 5000.00| TREE, 60 IN., REMOVE , EMERGENCY | | | 0013 202-91922 95.000 EACH | 100.00000 9500.00| 250.00000 23750.00| STUMP, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 681 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 114,608.00 ROUTE : VARIOUS CALL ORDER : 681 CONTRACT ID : M -28349-A COUNTIES : VARIOUS LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0176110 |( 2 ) 32-0064635 |( ) |DAVEY TREE EXPERT |THOMPSON INTERSTATE MOWING I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-06640 4.000 EACH | 75.00000 300.00| 100.00000 400.00| CONSTRUCTION SIGN, A | | | 0015 801-06710 50.000 DAY | 25.00000 1250.00| 10.00000 500.00| FLASHING ARROW SIGN | | | 0016 801-06775 LUMP | 3000.00000 3000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 79,921.00| $ 144,051.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 79,921.00| $ 144,051.00| $ ====================================================================================================================================