INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 896,520.39 ROUTE : 332 CALL ORDER : 530 CONTRACT ID : M -28720-A COUNTIES : DELAWARE LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 534,256.66 100.0000% 2 38-1892125 KELCRIS CORPORATION $ 610,811.40 114.3292% 3 35-1139301 E & B PAVING, INC. $ 627,133.00 117.3842% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 671,215.00 125.6353% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 689,886.40 129.1301% ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 38-1892125 |( 3 ) 35-1139301 |HUNT PAVING COMPANY, INC. |KELCRIS CORPORATION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT PATCHING | | | 0001 105-06845 LUMP | 9000.00000 9000.00| 6400.00000 6400.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1900.00000 7600.00| 500.00000 2000.00| 1800.00000 7200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP | 30000.64000 30000.64| 11000.00000 11000.00| 11900.00000 11900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 503-05240 1891.000 LFT | 8.00000 15128.00| 7.30000 13804.30| 6.00000 11346.00 D-1 CONTRACTION JOINT | | | 0005 506-06333 5231.000 SYS | 70.00000 366170.00| 90.10000 471313.10| 89.00000 465559.00 PCCP PATCHING, FULL DEPTH 8" | | | 0006 506-06334 107.000 SYS | 200.00000 21400.00| 375.00000 40125.00| 174.00000 18618.00 PCCP PATCHING, PARTIAL DEPTH | | | 0007 801-06640 26.000 EACH | 150.00000 3900.00| 145.00000 3770.00| 145.00000 3770.00 CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP | 36008.00000 36008.00| 32250.00000 32250.00| 2400.00000 2400.00 MAINTAINING TRAFFIC | | | 0009 808-06711 10238.000 LFT | 0.31000 3173.78| 0.12000 1228.56| 0.90000 9214.20 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0010 808-06713 40949.000 LFT | 0.18000 7370.82| 0.12000 4913.88| 0.90000 36854.10 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0011 808-06714 40949.000 LFT | 0.18000 7370.82| 0.12000 4913.88| 0.90000 36854.10 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0012 808-06726 120.000 LFT | 2.50000 300.00| 4.50000 540.00| 20.00000 2400.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 896,520.39 ROUTE : 332 CALL ORDER : 530 CONTRACT ID : M -28720-A COUNTIES : DELAWARE LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 38-1892125 |( 3 ) 35-1139301 |HUNT PAVING COMPANY, INC. |KELCRIS CORPORATION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 808-75320 3.000 EACH | 135.00000 405.00| 77.00000 231.00| 200.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0014 808-75325 3.000 EACH | 140.00000 420.00| 110.00000 330.00| 200.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0015 808-75996 1024.000 EACH | 9.00000 9216.00| 1.00000 1024.00| 1.00000 1024.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0016 808-75998 1024.000 EACH | 16.40000 16793.60| 16.57000 16967.68| 16.40000 16793.60 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 534,256.66| $ 610,811.40| $ 627,133.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 534,256.66| $ 610,811.40| $ 627,133.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 530 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 896,520.39 ROUTE : 332 CALL ORDER : 530 CONTRACT ID : M -28720-A COUNTIES : DELAWARE LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1364963 |( ) |RIETH RILEY CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT PATCHING | | | 0001 105-06845 LUMP | 9000.00000 9000.00| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2800.00000 11200.00| 1250.00000 5000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP | 30000.00000 30000.00| 33000.00000 33000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 503-05240 1891.000 LFT | 13.50000 25528.50| 12.00000 22692.00| D-1 CONTRACTION JOINT | | | 0005 506-06333 5231.000 SYS | 95.50000 499560.50| 95.00000 496945.00| PCCP PATCHING, FULL DEPTH 8" | | | 0006 506-06334 107.000 SYS | 225.00000 24075.00| 300.00000 32100.00| PCCP PATCHING, PARTIAL DEPTH | | | 0007 801-06640 26.000 EACH | 150.00000 3900.00| 200.00000 5200.00| CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP | 27601.60000 27601.60| 68500.00000 68500.00| MAINTAINING TRAFFIC | | | 0009 808-06711 10238.000 LFT | 0.15000 1535.70| 0.15000 1535.70| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0010 808-06713 40949.000 LFT | 0.15000 6142.35| 0.15000 6142.35| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0011 808-06714 40949.000 LFT | 0.15000 6142.35| 0.15000 6142.35| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0012 808-06726 120.000 LFT | 5.00000 600.00| 7.50000 900.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0013 808-75320 3.000 EACH | 80.00000 240.00| 75.00000 225.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0014 808-75325 3.000 EACH | 115.00000 345.00| 100.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0015 808-75996 1024.000 EACH | 3.75000 3840.00| 3.50000 3584.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0016 808-75998 1024.000 EACH | 21.00000 21504.00| 5.00000 5120.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 671,215.00| $ 689,886.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 671,215.00| $ 689,886.40| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 616,451.80 ROUTE : SR 331 CALL ORDER : 540 CONTRACT ID : M -28721-A COUNTIES : MARSHALL LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 489,920.36 100.0000% 2 35-1139301 E & B PAVING, INC. $ 561,994.36 114.7114% 3 35-0997978 PHEND & BROWN, INC. $ 580,754.49 118.5406% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 588,920.45 120.2074% 5 35-1120685 WALSH & KELLY INC $ 625,284.52 127.6298% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-0997978 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0003 110-01001 LUMP | 14100.00000 14100.00| 28000.00000 28000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 303-07449 943.000 TON | 22.00000 20746.00| 28.00000 26404.00| 33.00000 31119.00 COMPACTED AGGREGATE, NO. 73 | | | 0005 306-08042 99060.000 SYS | 0.47000 46558.20| 0.60000 59436.00| 0.68000 67360.80 MILLING, SCARIFICATION/PROFILE | | | 0006 306-08043 3813.000 SYS | 1.20000 4575.60| 0.60000 2287.80| 1.27000 4842.51 MILLING, TRANSITION | | | 0007 402-07451 8500.000 TON | 42.55000 361675.00| 47.00000 399500.00| 46.00000 391000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0008 406-05520 184.000 TON | 0.01000 1.84| 0.01000 1.84| 0.01000 1.84 ASPHALT FOR TACK COAT | | | 0009 610-07487 200.000 TON | 69.05000 13810.00| 120.00000 24000.00| 90.00000 18000.00 HMA FOR APPROACHES, TYPE B | | | 0010 615-06520 5.000 EACH | 410.00000 2050.00| 525.00000 2625.00| 233.00000 1165.00 MONUMENT, RE-ESTABLISH | | | 0011 801-06207 3429.000 LFT | 1.00000 3429.00| 1.00000 3429.00| 2.25000 7715.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 616,451.80 ROUTE : SR 331 CALL ORDER : 540 CONTRACT ID : M -28721-A COUNTIES : MARSHALL LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-0997978 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 801-06640 36.000 EACH | 89.00000 3204.00| 90.00000 3240.00| 89.00000 3204.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP | 10000.00000 10000.00| 3300.00000 3300.00| 17600.00000 17600.00 MAINTAINING TRAFFIC | | | 0014 808-06712 7990.000 LFT | 0.12000 958.80| 0.12000 958.80| 0.16000 1278.40 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0015 808-06713 61997.000 LFT | 0.12000 7439.64| 0.12000 7439.64| 0.10000 6199.70 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0016 808-06714 7569.000 LFT | 0.12000 908.28| 0.12000 908.28| 0.11000 832.59 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-75297 44.000 LFT | 10.50000 462.00| 10.50000 462.00| 9.85000 433.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 489,920.36| $ 561,994.36| $ 580,754.49 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 489,920.36| $ 561,994.36| $ 580,754.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 540 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 616,451.80 ROUTE : SR 331 CALL ORDER : 540 CONTRACT ID : M -28721-A COUNTIES : MARSHALL LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0003 110-01001 LUMP | 11000.00000 11000.00| 31000.00000 31000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 303-07449 943.000 TON | 20.00000 18860.00| 27.00000 25461.00| COMPACTED AGGREGATE, NO. 73 | | | 0005 306-08042 99060.000 SYS | 0.10000 9906.00| 0.52000 51511.20| MILLING, SCARIFICATION/PROFILE | | | 0006 306-08043 3813.000 SYS | 0.75000 2859.75| 0.52000 1982.76| MILLING, TRANSITION | | | 0007 402-07451 8500.000 TON | 58.50000 497250.00| 52.00000 442000.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0008 406-05520 184.000 TON | 1.00000 184.00| 0.01000 1.84| ASPHALT FOR TACK COAT | | | 0009 610-07487 200.000 TON | 75.00000 15000.00| 100.00000 20000.00| HMA FOR APPROACHES, TYPE B | | | 0010 615-06520 5.000 EACH | 570.00000 2850.00| 160.00000 800.00| MONUMENT, RE-ESTABLISH | | | 0011 801-06207 3429.000 LFT | 1.70000 5829.30| 1.20000 4114.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 36.000 EACH | 140.00000 5040.00| 89.00000 3204.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP | 8000.00000 8000.00| 34000.00000 34000.00| MAINTAINING TRAFFIC | | | 0014 808-06712 7990.000 LFT | 0.15000 1198.50| 0.30000 2397.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0015 808-06713 61997.000 LFT | 0.15000 9299.55| 0.12000 7439.64| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0016 808-06714 7569.000 LFT | 0.15000 1135.35| 0.12000 908.28| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-75297 44.000 LFT | 11.50000 506.00| 10.50000 462.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 588,920.45| $ 625,284.52| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 588,920.45| $ 625,284.52| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 469,463.90 ROUTE : 14 CALL ORDER : 550 CONTRACT ID : M -28723-A COUNTIES : PULASKI LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 428,017.96 100.0000% 2 35-1621699 CENTRAL PAVING, INC. $ 474,897.60 110.9527% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 534,063.98 124.7761% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1621699 |( 3 ) 35-0918397 |E & B PAVING, INC. |CENTRAL PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 110-01001 LUMP | 1000.00000 1000.00| 27350.00000 27350.00| 11150.00000 11150.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 306-08042 64542.000 SYS | 0.93000 60024.06| 0.45000 29043.90| 1.24000 80032.08 MILLING, SCARIFICATION/PROFILE | | | 0003 306-08043 1730.000 SYS | 0.93000 1608.90| 0.45000 778.50| 2.12000 3667.60 MILLING, TRANSITION | | | 0004 402-07451 7500.000 TON | 39.00000 292500.00| 50.50000 378750.00| 53.84000 403800.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0005 406-05520 25.000 TON | 1.00000 25.00| 50.00000 1250.00| 385.00000 9625.00 ASPHALT FOR TACK COAT | | | 0006 801-06207 2900.000 LFT | 1.30000 3770.00| 1.00000 2900.00| 1.27000 3683.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0007 801-06640 26.000 EACH | 90.00000 2340.00| 90.00000 2340.00| 94.50000 2457.00 CONSTRUCTION SIGN, A | | | 0008 801-06645 2.000 EACH | 20.00000 40.00| 20.00000 40.00| 21.00000 42.00 CONSTRUCTION SIGN, B | | | 0009 801-06775 LUMP | 500.00000 500.00| 24500.00000 24500.00| 11000.00000 11000.00 MAINTAINING TRAFFIC | | | 0010 808-06712 6431.000 LFT | 1.00000 6431.00| 0.12000 771.72| 0.13000 836.03 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0011 808-06713 50794.000 LFT | 1.00000 50794.00| 0.12000 6095.28| 0.13000 6603.22 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0012 808-06714 8985.000 LFT | 1.00000 8985.00| 0.12000 1078.20| 0.13000 1168.05 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 428,017.96| $ 474,897.60| $ 534,063.98 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 428,017.96| $ 474,897.60| $ 534,063.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,736.59 ROUTE : CALL ORDER : 560 CONTRACT ID : M -28724-A COUNTIES : ST. JOSEPH LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 198,408.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 201,154.80 101.3844% 3 35-1120685 WALSH & KELLY INC $ 228,897.95 115.3673% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 500.00000 500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 150.00000 600.00| 1580.00000 6320.00| 1300.00000 5200.00 FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 100.00000 200.00| 80.00000 160.00| 125.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 8.000 MOS | 1.00000 8.00| 80.00000 640.00| 125.00000 1000.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 15000.00000 15000.00| 9200.00000 9200.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 306-08033 55100.000 SYS | 0.10000 5510.00| 0.45000 24795.00| 0.50000 27550.00 MILLING, ASPHALT, 1 IN. | | | 0010 402-07433 3100.000 TON | 51.75000 160425.00| 46.50000 144150.00| 54.50000 168950.00 HMA SURFACE, TYPE B | | | 0011 406-05520 15.000 TON | 1.00000 15.00| 240.00000 3600.00| 0.01000 0.15 ASPHALT FOR TACK COAT | | | 0012 801-06207 2120.000 LFT | 1.70000 3604.00| 1.00000 2120.00| 0.65000 1378.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,736.59 ROUTE : CALL ORDER : 560 CONTRACT ID : M -28724-A COUNTIES : ST. JOSEPH LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 801-06640 5.000 EACH | 92.50000 462.50| 85.00000 425.00| 85.00000 425.00 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP | 5000.00000 5000.00| 2600.00000 2600.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0015 808-06713 41440.000 LFT | 0.15000 6216.00| 0.14000 5801.60| 0.14000 5801.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0016 808-06714 2430.000 LFT | 0.15000 364.50| 0.14000 340.20| 0.14000 340.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 198,408.00| $ 201,154.80| $ 228,897.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 198,408.00| $ 201,154.80| $ 228,897.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,215.71 ROUTE : US 41 CALL ORDER : 570 CONTRACT ID : M -28739-A COUNTIES : LAKE LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 328,760.32 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 338,764.85 103.0431% ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1000.00000 1000.00| 5500.00000 5500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 2.000 MOS | 3500.00000 7000.00| 2300.00000 4600.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 15000.00000 15000.00| 18384.00000 18384.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 306-08034 27070.000 SYS | 1.50000 40605.00| 1.40000 37898.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0008 306-08043 3600.000 SYS | 2.50000 9000.00| 0.01000 36.00| MILLING, TRANSITION | | | 0009 401-06264 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| PROFILOGRAPH, HMA | | | 0010 401-07334 2234.000 TON | 67.00000 149678.00| 67.00000 149678.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0011 406-05520 6.800 TON | 440.00000 2992.00| 335.00000 2278.00| ASPHALT FOR TACK COAT | | | 0012 801-01093 2.000 EACH | 325.00000 650.00| 325.00000 650.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,215.71 ROUTE : US 41 CALL ORDER : 570 CONTRACT ID : M -28739-A COUNTIES : LAKE LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 801-06203 1179.000 LFT | 0.30000 353.70| 0.27000 318.33| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0014 801-06207 1179.000 LFT | 1.60000 1886.40| 0.70000 825.30| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 10.000 EACH | 89.00000 890.00| 89.00000 890.00| CONSTRUCTION SIGN, A | | | 0016 801-06710 20.000 DAY | 20.00000 400.00| 20.00000 400.00| FLASHING ARROW SIGN | | | 0017 801-09133 2.000 EACH | 2500.00000 5000.00| 2500.00000 5000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0018 805-02327 5.000 EACH | 144.00000 720.00| 144.00000 720.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0019 805-02440 1200.000 LFT | 0.30000 360.00| 0.30000 360.00| SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0020 805-78795 380.000 LFT | 9.00000 3420.00| 9.00000 3420.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0021 808-06701 2160.000 LFT | 0.33000 712.80| 0.33000 712.80| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0022 808-75240 570.000 LFT | 0.33000 188.10| 0.33000 188.10| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0023 808-75245 9504.000 LFT | 0.33000 3136.32| 0.33000 3136.32| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0024 808-75297 175.000 LFT | 4.00000 700.00| 4.00000 700.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75320 14.000 EACH | 76.00000 1064.00| 76.00000 1064.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0026 808-75325 8.000 EACH | 110.00000 880.00| 110.00000 880.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0027 808-75996 625.000 EACH | 3.77000 2356.25| 3.77000 2356.25| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 808-75998 625.000 EACH | 19.35000 12093.75| 16.25000 10156.25| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 570 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,215.71 ROUTE : US 41 CALL ORDER : 570 CONTRACT ID : M -28739-A COUNTIES : LAKE LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 202-02273 633.000 SYS | 8.00000 5064.00| 43.50000 27535.50| CENTER CURB, CONCRETE, REMOVE | | | 0031 808-95933 1700.000 LFT | 1.16000 1972.00| 1.16000 1972.00| CURB PAINTING, YELLOW | | | 0032 605-06250 633.000 SYS | 95.00000 60135.00| 91.00000 57603.00| CENTER CURB, C, CONCRETE | | | SECTION TOTALS | $ 328,760.32| $ 338,764.85| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 328,760.32| $ 338,764.85| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 84,524.00 ROUTE : US 31 CALL ORDER : 580 CONTRACT ID : M -28754-A COUNTIES : BARTHOLOMEW LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1526557 MIDWEST MOLE, INC. $ 47,697.79 100.0000% 2 35-2142300 MOE CONSTRUCTION CO. INC. $ 85,006.00 178.2179% ==================================================================================================================================== |( 1 ) 35-1526557 |( 2 ) 35-2142300 |( ) |MIDWEST MOLE, INC. |MOE CONSTRUCTION CO. INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE INSTALLATION | | | 0001 105-06845 LUMP | 1250.00000 1250.00| 3500.00000 3500.00| CONSTRUCTION ENGINEERING | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 1250.00000 1250.00| 8500.00000 8500.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 715-46000 1.000 EACH | 55.79000 55.79| 2500.00000 2500.00| PIPE END SECTION, 12 IN. | | | 0006 716-07630 152.000 LFT | 270.00000 41040.00| 412.00000 62624.00| PIPE INSTALLATION, TRENCHLESS, 12 IN. | | | 0007 801-06640 8.000 EACH | 175.00000 1400.00| 200.00000 1600.00| CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP | 2500.00000 2500.00| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | 0009 804-06770 1.000 EACH | 200.00000 200.00| 280.00000 280.00| DELINEATOR POST | | | SECTION TOTALS | $ 47,697.79| $ 85,006.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 47,697.79| $ 85,006.00| $ ====================================================================================================================================