INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 711 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 32 CALL ORDER : 711 CONTRACT ID : M -26091-A COUNTIES : BOONE LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 108,950.00 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 132,601.17 121.7082% 3 35-2110733 SPECIALTIES COMPANY LLC $ 137,310.71 126.0309% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 721 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 146,675.52 ROUTE : CALL ORDER : 721 CONTRACT ID : M -26944-A COUNTIES : GREENE SULLIVAN LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99280AJ SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 135,169.32 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 149,749.49 110.7865% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 | |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACING | | | 0001 105-07038 2.000 MOS | 400.00000 800.00| 1100.00000 2200.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 6891.70000 6891.70| 9375.74000 9375.74| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-07449 375.000 TON | 19.64000 7365.00| 23.85000 8943.75| COMPACTED AGGREGATE, NO. 73 | | | 0004 304-07489 150.000 TON | 51.22000 7683.00| 101.00000 15150.00| HMA PATCHING, TYPE A | | | 0005 402-05497 615.000 TON | 38.23000 23511.45| 41.00000 25215.00| HMA FOR PARK ROAD , BASE, 19.0 mm | | | 0006 402-05497 1850.000 TON | 45.67000 84489.50| 42.90000 79365.00| HMA FOR PARK ROAD , SURFACE | | | 0007 406-05520 8.000 TON | 195.36000 1562.88| 250.00000 2000.00| ASPHALT FOR TACK COAT | | | 0008 801-06640 4.000 EACH| 115.50000 462.00| 125.00000 500.00| CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 2403.79000 2403.79| 7000.00000 7000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 135,169.32| $ 149,749.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 135,169.32| $ 149,749.49| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 731 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 260,540.12 ROUTE : US 12 CALL ORDER : 731 CONTRACT ID : M -27010-A COUNTIES : LAKE LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 12 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 40000AB SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 145,830.00 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 181,970.00 124.7822% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 206,719.00 141.7534% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |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 105-06904 1.000 EACH| 100.00000 100.00| 165.00000 165.00| 150.00000 150.00 PHONE(SUPERVISOR) | | | 0002 105-06905 1.000 EACH| 100.00000 100.00| 300.00000 300.00| 150.00000 150.00 PHONE(INSPECTOR) | | | 0003 105-06906 2.000 MOS | 60.00000 120.00| 100.00000 200.00| 80.00000 160.00 CELLULAR SERVICE(SUPERVISOR) | | | 0004 105-06907 2.000 MOS | 60.00000 120.00| 100.00000 200.00| 80.00000 160.00 CELLULAR SERVICE(INSPECTOR) | | | 0005 110-01001 LUMP| 7000.00000 7000.00| 9098.00000 9098.00| 10335.00000 10335.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 304-07783 100.000 TON | 100.00000 10000.00| 85.00000 8500.00| 90.00000 9000.00 HMA PATCHING, TYPE D | | | 0009 401-07335 2400.000 TON | 40.50000 97200.00| 41.35000 99240.00| 49.30000 118320.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0010 406-05520 5.000 TON | 350.00000 1750.00| 665.00000 3325.00| 150.00000 750.00 ASPHALT FOR TACK COAT | | | 0012 720-44000 6.000 EACH| 250.00000 1500.00| 400.00000 2400.00| 500.00000 3000.00 CASTING, ADJUST TO GRADE | | | 0013 801-06207 900.000 LFT | 1.30000 1170.00| 4.00000 3600.00| 1.30000 1170.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 23.000 EACH| 70.00000 1610.00| 74.00000 1702.00| 85.00000 1955.00 CONSTRUCTION SIGN, A | | | 0015 801-06710 40.000 DAY | 13.00000 520.00| 15.00000 600.00| 17.00000 680.00 FLASHING ARROW SIGN | | | 0016 801-06775 LUMP| 2500.00000 2500.00| 12700.00000 12700.00| 14000.00000 14000.00 MAINTAINING TRAFFIC | | | 0018 808-06713 60.000 LFT | 0.40000 24.00| 0.40000 24.00| 0.24000 14.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 731 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 260,540.12 ROUTE : US 12 CALL ORDER : 731 CONTRACT ID : M -27010-A COUNTIES : LAKE LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 808-06714 90.000 LFT | 0.40000 36.00| 0.40000 36.00| 0.24000 21.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75996 10.000 EACH| 5.00000 50.00| 43.00000 430.00| 23.00000 230.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0021 808-75998 10.000 EACH| 105.00000 1050.00| 105.00000 1050.00| 55.00000 550.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0022 306-08034 26000.000 SYS | 0.70000 18200.00| 1.37000 35620.00| 1.70000 44200.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0023 808-06711 2200.000 LFT | 0.40000 880.00| 0.40000 880.00| 0.24000 528.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0024 808-06726 220.000 LFT | 2.50000 550.00| 2.50000 550.00| 3.25000 715.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0025 808-75100 1800.000 LFT | 0.75000 1350.00| 0.75000 1350.00| 0.35000 630.00 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 6 IN. | | | SECTION TOTALS | $ 145,830.00| $ 181,970.00| $ 206,719.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 145,830.00| $ 181,970.00| $ 206,719.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 741 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,844.53 ROUTE : 37TH STREET CALL ORDER : 741 CONTRACT ID : M -27107-A COUNTIES : DUBOIS LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 075800C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 549,671.70 100.0000% ==================================================================================================================================== |(1) 35-0626844 | | |RUDOLPH, J.H. & CO | | 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| 8000.00000 8000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1600.00000 6400.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 27400.00000 27400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 55.000 TON | 45.00000 2475.00| | COMPACTED AGGREGATE, NO. 53 | | | 0005 303-07449 100.000 TON | 28.00000 2800.00| | COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07491 256.000 TON | 150.00000 38400.00| | HMA PATCHING, TYPE C | | | 0007 306-08033 61750.000 SYS | 0.70000 43225.00| | MILLING, ASPHALT, 1 IN. | | | 0008 306-08043 8900.000 SYS | 2.50000 22250.00| | MILLING, TRANSITION | | | 0009 401-06264 LUMP| 3500.00000 3500.00| | PROFILOGRAPH, HMA | | | 0010 401-07328 5169.000 TON | 43.00000 222267.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0011 402-07452 200.000 TON | 60.00000 12000.00| | HMA, TYPE C, WEDGE AND LEVEL | | | 0012 405-05517 12.000 TON | 350.00000 4200.00| | ASPHALT FOR PRIME COAT | | | 0013 406-05520 16.000 TON | 180.00000 2880.00| | ASPHALT FOR TACK COAT | | | 0014 601-94689 11.000 EACH| 2750.00000 30250.00| | GUARDRAIL END TREATMENT, OS | | | 0015 610-07488 426.000 TON | 100.00000 42600.00| | HMA FOR APPROACHES, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 741 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,844.53 ROUTE : 37TH STREET CALL ORDER : 741 CONTRACT ID : M -27107-A COUNTIES : DUBOIS LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 612-04315 52.000 TON | 755.00000 39260.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0017 612-60410 880.000 EACH| 7.40000 6512.00| | DRILLED HOLE FOR UNDERSEAL | | | 0018 801-06203 1840.000 LFT | 1.30000 2392.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0019 801-06207 1840.000 LFT | 2.50000 4600.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0020 801-06640 24.000 EACH| 79.00000 1896.00| | CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 12000.00000 12000.00| | MAINTAINING TRAFFIC | | | 0022 808-06712 4601.000 LFT | 0.09000 414.09| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-06713 36804.000 LFT | 0.09000 3312.36| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 1800.000 LFT | 0.09000 162.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-75996 493.000 EACH| 3.25000 1602.25| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 493.000 EACH| 18.00000 8874.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 549,671.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 549,671.70| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 751 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 961,719.35 ROUTE : US 40 CALL ORDER : 751 CONTRACT ID : M -27148-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 30000AJ SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 787,409.75 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 793,436.00 100.7653% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 796,068.00 101.0995% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 801,477.90 101.7866% 5 35-1139301 E & B PAVING, INC. $ 912,000.00 115.8227% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-0918397 |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCH AND REHAB | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 4300.00000 4300.00| 4300.00000 4300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1530.00000 7650.00| 2100.00000 10500.00| 2400.00000 12000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 37800.00000 37800.00| 17000.00000 17000.00| 24117.25000 24117.25 MOBILIZATION AND DEMOBILIZATION | | | 0004 304-07491 450.000 TON | 170.00000 76500.00| 130.00000 58500.00| 110.00000 49500.00 HMA PATCHING, TYPE C | | | 0005 306-08033 133000.000 SYS | 0.80000 106400.00| 0.70000 93100.00| 0.65000 86450.00 MILLING, ASPHALT, 1 IN. | | | 0006 306-08034 3050.000 SYS | 0.90000 2745.00| 1.00000 3050.00| 0.65000 1982.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0007 306-08043 910.000 SYS | 7.00000 6370.00| 2.40000 2184.00| 4.35000 3958.50 MILLING, TRANSITION | | | 0008 401-06264 LUMP| 2500.00000 2500.00| 3300.00000 3300.00| 6500.00000 6500.00 PROFILOGRAPH, HMA | | | 0009 401-07335 10975.000 TON | 38.75000 425281.25| 45.00000 493875.00| 45.25000 496618.75 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0010 406-05520 34.500 TON | 175.00000 6037.50| 150.00000 5175.00| 170.00000 5865.00 ASPHALT FOR TACK COAT | | | 0011 801-06207 7300.000 LFT | 1.40000 10220.00| 0.80000 5840.00| 1.00000 7300.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 136.000 EACH| 52.00000 7072.00| 52.00000 7072.00| 54.00000 7344.00 CONSTRUCTION SIGN, A | | | 0013 801-06710 300.000 DAY | 19.00000 5700.00| 5.00000 1500.00| 13.00000 3900.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 751 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 961,719.35 ROUTE : US 40 CALL ORDER : 751 CONTRACT ID : M -27148-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-0918397 |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06775 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0015 805-78470 18000.000 LFT | 0.32000 5760.00| 0.35000 6300.00| 0.30000 5400.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. (U.| | | Q.) | | | 0016 805-78795 4500.000 LFT | 5.50000 24750.00| 5.20000 23400.00| 5.25000 23625.00 SAW CUT FOR ROADWAY LOOP AND SEALER (U. | | | Q.) | | | 0017 808-06711 12600.000 LFT | 0.08000 1008.00| 0.10000 1260.00| 0.09000 1134.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0018 808-06713 45850.000 LFT | 0.08000 3668.00| 0.10000 4585.00| 0.09000 4126.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 45850.000 LFT | 0.08000 3668.00| 0.10000 4585.00| 0.09000 4126.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75043 7000.000 LFT | 0.32000 2240.00| 0.35000 2450.00| 0.30000 2100.00 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | (U. Q.) | | | 0021 808-75297 800.000 LFT | 3.20000 2560.00| 3.20000 2560.00| 3.00000 2400.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. (U. Q.) | | | 0022 808-75300 1600.000 LFT | 1.60000 2560.00| 1.60000 2560.00| 1.50000 2400.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. (U. Q.) | | | 0023 808-75320 10.000 EACH| 63.00000 630.00| 62.00000 620.00| 63.00000 630.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW (U.| | | Q.) | | | 0024 808-75325 10.000 EACH| 85.00000 850.00| 84.00000 840.00| 85.00000 850.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) (U. Q.) | | | 0025 808-75996 1120.000 EACH| 6.00000 6720.00| 6.00000 6720.00| 7.00000 7840.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 1120.000 EACH| 18.50000 20720.00| 18.00000 20160.00| 17.50000 19600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 787,409.75| $ 793,436.00| $ 796,068.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 787,409.75| $ 793,436.00| $ 796,068.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 751 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 961,719.35 ROUTE : US 40 CALL ORDER : 751 CONTRACT ID : M -27148-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCH AND REHAB | | | 0001 105-06845 LUMP| 1000.00000 1000.00| 3500.00000 3500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1500.00000 7500.00| 2400.00000 12000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 41600.00000 41600.00| 45000.00000 45000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 304-07491 450.000 TON | 97.00000 43650.00| 165.00000 74250.00| HMA PATCHING, TYPE C | | | 0005 306-08033 133000.000 SYS | 0.47000 62510.00| 0.50000 66500.00| MILLING, ASPHALT, 1 IN. | | | 0006 306-08034 3050.000 SYS | 0.52000 1586.00| 0.50000 1525.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0007 306-08043 910.000 SYS | 0.69000 627.90| 1.50000 1365.00| MILLING, TRANSITION | | | 0008 401-06264 LUMP| 2800.00000 2800.00| 2500.00000 2500.00| PROFILOGRAPH, HMA | | | 0009 401-07335 10975.000 TON | 48.00000 526800.00| 53.00000 581675.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0010 406-05520 34.500 TON | 100.00000 3450.00| 200.00000 6900.00| ASPHALT FOR TACK COAT | | | 0011 801-06207 7300.000 LFT | 0.70000 5110.00| 1.45000 10585.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 136.000 EACH| 50.00000 6800.00| 72.00000 9792.00| CONSTRUCTION SIGN, A | | | 0013 801-06710 300.000 DAY | 13.00000 3900.00| 12.00000 3600.00| FLASHING ARROW SIGN | | | 0014 801-06775 LUMP| 20000.00000 20000.00| 14225.50000 14225.50| MAINTAINING TRAFFIC | | | 0015 805-78470 18000.000 LFT | 0.50000 9000.00| 0.50000 9000.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. (U.| | | Q.) | | | 0016 805-78795 4500.000 LFT | 5.80000 26100.00| 5.80000 26100.00| SAW CUT FOR ROADWAY LOOP AND SEALER (U. | | | Q.) | | | 0017 808-06711 12600.000 LFT | 0.08000 1008.00| 0.14000 1764.00| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0018 808-06713 45850.000 LFT | 0.08000 3668.00| 0.10000 4585.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 751 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 961,719.35 ROUTE : US 40 CALL ORDER : 751 CONTRACT ID : M -27148-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 808-06714 45850.000 LFT | 0.08000 3668.00| 0.10000 4585.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75043 7000.000 LFT | 0.30000 2100.00| 0.40000 2800.00| LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | (U. Q.) | | | 0021 808-75297 800.000 LFT | 3.00000 2400.00| 3.25000 2600.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. (U. Q.) | | | 0022 808-75300 1600.000 LFT | 1.50000 2400.00| 1.02000 1632.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. (U. Q.) | | | 0023 808-75320 10.000 EACH| 60.00000 600.00| 71.00000 710.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW (U.| | | Q.) | | | 0024 808-75325 10.000 EACH| 80.00000 800.00| 72.65000 726.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) (U. Q.) | | | 0025 808-75996 1120.000 EACH| 2.50000 2800.00| 4.00000 4480.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 1120.000 EACH| 17.50000 19600.00| 17.50000 19600.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 801,477.90| $ 912,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 801,477.90| $ 912,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 761 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,806,612.14 ROUTE : SR 26 CALL ORDER : 761 CONTRACT ID : M -27150-A COUNTIES : JAY LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 30000AK SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 1,569,935.61 100.0000% ==================================================================================================================================== |(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 PATCH AND REHAB BITUMINOUS | | | 0001 105-06845 LUMP| 4500.00000 4500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2350.00000 9400.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 72331.00000 72331.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 203-02000 1279.000 CYS | 19.21000 24569.59| | EXCAVATION, COMMON | | | 0005 303-01180 2040.000 TON | 14.52000 29620.80| | COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 499.000 TON | 178.04000 88841.96| | HMA PATCHING, TYPE B | | | 0007 306-08039 9064.000 SYS | 2.30000 20847.20| | MILLING, ASPHALT REMOVAL | | | 0008 306-08042 126553.000 SYS | 0.64000 80993.92| | MILLING, SCARIFICATION/PROFILE | | | 0009 306-08043 8320.000 SYS | 0.59000 4908.80| | MILLING, TRANSITION | | | 0010 401-06264 LUMP| 5600.00000 5600.00| | PROFILOGRAPH, HMA | | | 0011 401-07327 12454.000 TON | 33.32000 414967.28| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0012 401-07397 19137.000 TON | 31.37000 600327.69| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0013 406-05520 74.000 TON | 150.00000 11100.00| | ASPHALT FOR TACK COAT | | | 0014 506-06333 450.000 SYS | 110.00000 49500.00| | PCCP PATCHING, FULL DEPTH , | | | UNDISTRIBUTED | | | 0015 610-07487 1405.000 TON | 47.21000 66330.05| | HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 761 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,806,612.14 ROUTE : SR 26 CALL ORDER : 761 CONTRACT ID : M -27150-A COUNTIES : JAY LETTING DATE : 04/20/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 615-06520 4.000 EACH| 200.00000 800.00| | MONUMENT, RE-ESTABLISH | | | 0017 615-06525 7.000 EACH| 400.00000 2800.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0018 720-44000 20.000 EACH| 600.00000 12000.00| | CASTING, ADJUST TO GRADE | | | 0019 801-06203 6410.000 LFT | 0.30000 1923.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0020 801-06207 6410.000 LFT | 0.75000 4807.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 43.000 EACH| 85.00000 3655.00| | CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 45623.60000 45623.60| | MAINTAINING TRAFFIC | | | 0023 805-02328 400.000 LFT | 2.77000 1108.00| | SIGNAL CABLE, 1C 14GA. | | | 0024 805-78795 100.000 LFT | 15.04000 1504.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 808-06712 11650.000 LFT | 0.11000 1281.50| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0026 808-06713 94793.000 LFT | 0.08000 7583.44| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-06714 17506.000 LFT | 0.08000 1400.48| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0028 808-74815 156.000 LFT | 4.30000 670.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. | | | 0029 808-75297 67.500 LFT | 8.00000 540.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75340 1.000 EACH| 400.00000 400.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 1,569,935.61| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,569,935.61| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 771 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 150,298.25 ROUTE : US 27 CALL ORDER : 771 CONTRACT ID : M -27151-A COUNTIES : RANDOLPH LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 30000AL SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 113,281.37 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 114,638.70 101.1981% ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1917625 | |L I C A CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCH AND REHAB BITUMINOUS | | | 0001 105-06845 LUMP| 4500.00000 4500.00| 3123.00000 3123.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2325.00000 6975.00| 1650.00000 4950.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 6192.00000 6192.00| 5650.00000 5650.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 306-08033 13270.000 SYS | 1.03000 13668.10| 0.98000 13004.60| MILLING, ASPHALT, 1 IN. | | | 0005 306-08043 1040.000 SYS | 3.11000 3234.40| 1.50000 1560.00| MILLING, TRANSITION | | | 0006 401-07334 1205.000 TON | 42.62000 51357.10| 52.10000 62780.50| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0007 401-07403 153.000 TON | 66.33000 10148.49| 53.00000 8109.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0008 401-93793 50.000 TON | 83.17000 4158.50| 54.00000 2700.00| WEDGE AND LEVELING , UNDISTRIBUTED | | | QUANTITY | | | 0009 406-05520 5.000 TON | 175.00000 875.00| 220.00000 1100.00| ASPHALT FOR TACK COAT | | | 0010 801-06207 400.000 LFT | 1.00000 400.00| 1.55000 620.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 27.000 EACH| 65.00000 1755.00| 68.00000 1836.00| CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 6638.00000 6638.00| 5580.00000 5580.00| MAINTAINING TRAFFIC | | | 0013 808-06713 8000.000 LFT | 0.11000 880.00| 0.12000 960.00| LINE, PAINT, SOLID, WHITE, 4 IN. , | | | UNDISTRIBUTED QUANTITY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 771 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 150,298.25 ROUTE : US 27 CALL ORDER : 771 CONTRACT ID : M -27151-A COUNTIES : RANDOLPH LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1917625 | |L I C A CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-06714 7870.000 LFT | 0.11000 865.70| 0.12000 944.40| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0015 808-74815 448.000 LFT | 1.75000 784.00| 1.85000 828.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. | | | 0016 808-75297 184.000 LFT | 4.62000 850.08| 4.85000 892.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 113,281.37| $ 114,638.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 113,281.37| $ 114,638.70| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 791 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 277,065.40 ROUTE : SR 44 CALL ORDER : 791 CONTRACT ID : M -27304-A COUNTIES : SHELBY LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 30000AU SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 242,568.20 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 244,375.00 100.7448% ==================================================================================================================================== |(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 RESURFACING | | | 0001 105-06845 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2400.00000 9600.00| 1500.00000 6000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 9150.00000 9150.00| 12000.00000 12000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 304-07490 655.000 TON | 85.00000 55675.00| 95.75000 62716.25| HMA PATCHING, TYPE B | | | 0005 306-08042 26750.000 SYS | 0.95000 25412.50| 0.90000 24075.00| MILLING, SCARIFICATION/PROFILE | | | 0006 306-08043 950.000 SYS | 7.00000 6650.00| 3.80000 3610.00| MILLING, TRANSITION | | | 0007 401-07334 2275.000 TON | 50.00000 113750.00| 48.75000 110906.25| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0008 406-05520 7.700 TON | 185.00000 1424.50| 215.00000 1655.50| ASPHALT FOR TACK COAT | | | 0009 801-06207 850.000 LFT | 0.95000 807.50| 1.80000 1530.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 41.000 EACH| 72.00000 2952.00| 69.00000 2829.00| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 10000.00000 10000.00| 11979.60000 11979.60| MAINTAINING TRAFFIC | | | 0012 808-06712 1240.000 LFT | 0.18000 223.20| 0.16000 198.40| LINE, PAINT, BROKEN, YELLOW, 4 IN. , | | | UNDISTRIBUTED QUANTITY | | | 0013 808-06713 8250.000 LFT | 0.14000 1155.00| 0.10000 825.00| LINE, PAINT, SOLID, WHITE, 4 IN. , | | | UNDISTRIBUTED QUANTITY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 791 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 277,065.40 ROUTE : SR 44 CALL ORDER : 791 CONTRACT ID : M -27304-A COUNTIES : SHELBY LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-06714 6550.000 LFT | 0.14000 917.00| 0.10000 655.00| LINE, PAINT, SOLID, YELLOW, 4 IN. , | | | UNDISTRIBUTED QUANTITY | | | 0015 808-74815 1430.000 LFT | 1.65000 2359.50| 2.10000 3003.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. , UNDISTRIBUTED | | | QUANTITY | | | 0016 808-75297 320.000 LFT | 3.10000 992.00| 4.35000 1392.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. , UNDISTRIBUTED | | | QUANTITY | | | SECTION TOTALS | $ 242,568.20| $ 244,375.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 242,568.20| $ 244,375.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 801 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 216,362.55 ROUTE : US 40 CALL ORDER : 801 CONTRACT ID : M -27321-A COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 30000AT SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 199,834.95 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-06845 LUMP| 1425.00000 1425.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1400.00000 4200.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 9950.00000 9950.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 304-07490 225.000 TON | 195.00000 43875.00| | HMA PATCHING, TYPE B , TO TOP OF | | | CONCRETE | | | 0005 306-08033 24600.000 SYS | 0.85000 20910.00| | MILLING, ASPHALT, 1 IN. | | | 0006 401-07334 2030.000 TON | 48.00000 97440.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0007 406-05520 6.600 TON | 175.00000 1155.00| | ASPHALT FOR TACK COAT | | | 0008 801-06207 460.000 LFT | 3.00000 1380.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0009 801-06640 28.000 EACH| 67.00000 1876.00| | CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 12100.00000 12100.00| | MAINTAINING TRAFFIC | | | 0011 808-06711 3915.000 LFT | 0.15000 587.25| | LINE, PAINT, BROKEN, WHITE, 4 IN. , | | | UNDISTRIBUTED QUANTITY | | | 0012 808-06713 15660.000 LFT | 0.11000 1722.60| | LINE, PAINT, SOLID, WHITE, 4 IN. , | | | UNDISTRIBUTED QUANTITY | | | 0013 808-06714 14310.000 LFT | 0.11000 1574.10| | LINE, PAINT, SOLID, YELLOW, 4 IN. , | | | UNDISTRIBUTED QUANTITY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 801 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 216,362.55 ROUTE : US 40 CALL ORDER : 801 CONTRACT ID : M -27321-A COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-74815 600.000 LFT | 1.80000 1080.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. , UNDISTRIBUTED | | | QUANTITY | | | 0015 808-75297 80.000 LFT | 7.00000 560.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. , UNDISTRIBUTED | | | QUANTITY | | | SECTION TOTALS | $ 199,834.95| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 199,834.95| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 807 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 275,639.92 ROUTE : VARIOUS CALL ORDER : 807 CONTRACT ID : M -27458-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 50000AH SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1038926 TOWNSEND TREE SERVICE CO $ 244,199.28 100.0000% ==================================================================================================================================== |(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 6806.000 ACRE| 35.88000 244199.28| | HERBICIDE TREATMENT | | | 0002 801-06775 LUMP| 0.00000 0.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 244,199.28| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 244,199.28| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/04 PAGE : 811 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,285.20 ROUTE : VARIOUS CALL ORDER : 811 CONTRACT ID : M -27506-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 42 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 10000AP SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 99,700.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 137,000.00 137.4122% 3 35-1636776 LINKEL COMPANY $ 177,500.00 178.0341% ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1817574 |(3) 35-1636776 |ALPHA EXCAVATING & LANDSCAPI|YARDBERRY LANDSCAPE |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 110-01001 LUMP| 5000.00000 5000.00| 6500.00000 6500.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 15000.00000 15000.00| 24000.00000 24000.00| 35000.00000 35000.00 DEBRIS, REMOVE , STR. NO. 1 | | | 0003 201-90788 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| 3000.00000 3000.00 DEBRIS, REMOVE , STR. NO. 2 | | | 0004 201-90788 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 3000.00000 3000.00 DEBRIS, REMOVE , STR. NO. 3 | | | 0005 201-90788 LUMP| 14000.00000 14000.00| 20000.00000 20000.00| 40000.00000 40000.00 DEBRIS, REMOVE , STR. NO. 4 | | | 0006 201-90788 LUMP| 14000.00000 14000.00| 20000.00000 20000.00| 16000.00000 16000.00 DEBRIS, REMOVE , STR. NO. 5 | | | 0007 201-90788 LUMP| 14000.00000 14000.00| 8000.00000 8000.00| 6000.00000 6000.00 DEBRIS, REMOVE , STR. NO. 6 | | | 0008 201-90788 LUMP| 500.00000 500.00| 8000.00000 8000.00| 6000.00000 6000.00 DEBRIS, REMOVE , STR. NO. 7 | | | 0009 801-06775 LUMP| 4500.00000 4500.00| 10000.00000 10000.00| 16000.00000 16000.00 MAINTAINING TRAFFIC | | | 0010 201-90788 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 6000.00000 6000.00 DEBRIS, REMOVE , STR. NO. 8 | | | 0011 201-90788 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 10000.00000 10000.00 DEBRIS, REMOVE , STR. NO. 9 | | | 0012 201-90788 LUMP| 15000.00000 15000.00| 18000.00000 18000.00| 16000.00000 16000.00 DEBRIS, REMOVE , STR. NO. 10 | | | 0013 201-90788 LUMP| 200.00000 200.00| 4500.00000 4500.00| 2500.00000 2500.00 DEBRIS, REMOVE , STR. NO. 11 | | | 0014 201-90788 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 8000.00000 8000.00 DEBRIS, REMOVE , STR. NO. 12 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/04 PAGE : 811 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,285.20 ROUTE : VARIOUS CALL ORDER : 811 CONTRACT ID : M -27506-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1817574 |(3) 35-1636776 |ALPHA EXCAVATING & LANDSCAPI|YARDBERRY LANDSCAPE |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 99,700.00| $ 137,000.00| $ 177,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 99,700.00| $ 137,000.00| $ 177,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 821 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 319,159.40 ROUTE : SR 14 CALL ORDER : 821 CONTRACT ID : M -27508-A COUNTIES : PULASKI LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 40000AQ SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 265,376.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 279,856.70 105.4566% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B 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| 9400.00000 9400.00| 4000.00000 4000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 303-07449 1000.000 TON | 25.00000 25000.00| 15.10000 15100.00| COMPACTED AGGREGATE, NO. 73 | | | 0003 306-08043 2420.000 SYS | 0.50000 1210.00| 2.85000 6897.00| MILLING, TRANSITION | | | 0004 402-07451 6200.000 TON | 28.00000 173600.00| 37.50000 232500.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0005 406-05520 20.000 TON | 145.00000 2900.00| 250.00000 5000.00| ASPHALT FOR TACK COAT | | | 0006 610-07487 30.000 TON | 50.00000 1500.00| 75.00000 2250.00| HMA FOR APPROACHES, TYPE B | | | 0007 801-06207 1544.000 LFT | 2.50000 3860.00| 1.80000 2779.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 26.000 EACH| 69.00000 1794.00| 72.85000 1894.10| CONSTRUCTION SIGN, A | | | 0009 801-06645 2.000 EACH| 42.00000 84.00| 10.90000 21.80| CONSTRUCTION SIGN, B | | | 0010 801-06775 LUMP| 500.00000 500.00| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | 0011 808-06712 3860.000 LFT | 1.20000 4632.00| 0.09000 347.40| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0012 808-06713 30360.000 LFT | 1.20000 36432.00| 0.09000 2732.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0013 808-06714 3720.000 LFT | 1.20000 4464.00| 0.09000 334.80| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 265,376.00| $ 279,856.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 265,376.00| $ 279,856.70| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 831 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 69,400.00 ROUTE : US 52, US 231 CALL ORDER : 831 CONTRACT ID : M -27515-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 82 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 10000AS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1341875 CAVINDER & CAVINDER, INC. $ 38,400.00 100.0000% 2 35-1958578 FEENEY, V., INC. $ 42,249.00 110.0234% 3 32-0064635 THOMPSON INTERSTATE MOWING INC. $ 49,000.00 127.6041% 4 35-2154772 COMPTON'S MOWING SERVICE INC. $ 49,900.00 129.9479% 5 35-1636776 LINKEL COMPANY $ 77,800.00 202.6041% ==================================================================================================================================== |(1) 35-1341875 |(2) 35-1958578 |(3) 32-0064635 |CAVINDER & CAVINDER, INC. |FEENEY, V., INC. |THOMPSON INTERSTATE MOWING I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL| 11400.00000 11400.00| 12249.00000 12249.00| 15000.00000 15000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 17000.00000 17000.00| 20000.00000 20000.00| 19000.00000 19000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 10000.00000 10000.00| 10000.00000 10000.00| 15000.00000 15000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 38,400.00| $ 42,249.00| $ 49,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 38,400.00| $ 42,249.00| $ 49,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 831 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 69,400.00 ROUTE : US 52, US 231 CALL ORDER : 831 CONTRACT ID : M -27515-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2154772 |(5) 35-1636776 | |COMPTON'S MOWING SERVICE INC|LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL| 20000.00000 20000.00| 35000.00000 35000.00| MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 20000.00000 20000.00| 35000.00000 35000.00| MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 9900.00000 9900.00| 7800.00000 7800.00| MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 49,900.00| $ 77,800.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 49,900.00| $ 77,800.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 841 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 83,867.63 ROUTE : US 31 CALL ORDER : 841 CONTRACT ID : M -27516-A COUNTIES : MARSHALL LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 40000AP SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 72,842.50 100.0000% 2 35-1139301 E & B PAVING, INC. $ 76,615.00 105.1789% 3 35-1065659 BROOKS CONSTRUCTION $ 83,769.00 115.0001% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 750.00000 750.00| 3000.00000 3000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 1100.00000 1100.00| 4100.00000 4100.00| 3500.00000 3500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02000 500.000 CYS | 27.00000 13500.00| 18.50000 9250.00| 25.00000 12500.00 EXCAVATION, COMMON | | | 0004 207-07503 300.000 SYS | 3.00000 900.00| 14.00000 4200.00| 8.00000 2400.00 SUBGRADE TREATMENT, TYPE E | | | 0005 210-05918 221.000 SYS | 22.00000 4862.00| 14.00000 3094.00| 28.50000 6298.50 GEOCELL | | | 0006 211-02050 350.000 CYS | 26.00000 9100.00| 12.00000 4200.00| 21.50000 7525.00 B BORROW | | | 0007 301-07448 150.000 TON | 36.00000 5400.00| 25.00000 3750.00| 15.30000 2295.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 303-07449 500.000 TON | 25.00000 12500.00| 3.00000 1500.00| 15.30000 7650.00 COMPACTED AGGREGATE, NO. 73 | | | 0009 402-07784 25.000 TON | 91.00000 2275.00| 145.00000 3625.00| 150.00000 3750.00 HMA SURFACE, TYPE D | | | 0010 402-07785 40.000 TON | 68.00000 2720.00| 105.00000 4200.00| 85.00000 3400.00 HMA INTERMEDIATE, TYPE D | | | 0011 402-07786 125.000 TON | 55.00000 6875.00| 60.00000 7500.00| 60.00000 7500.00 HMA BASE, TYPE D | | | 0012 621-06574 550.000 SYS | 4.75000 2612.50| 7.00000 3850.00| 9.75000 5362.50 SODDING | | | 0013 801-01093 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| 400.00000 1600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0014 801-06624 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 150.00000 600.00 STANDARD BARRICADE, IIIB, WITH SIGNS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 841 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 83,867.63 ROUTE : US 31 CALL ORDER : 841 CONTRACT ID : M -27516-A COUNTIES : MARSHALL LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 16.000 EACH| 60.00000 960.00| 60.00000 960.00| 60.00000 960.00 CONSTRUCTION SIGN, A | | | 0016 801-06735 50.000 EACH| 29.50000 1475.00| 29.50000 1475.00| 29.50000 1475.00 TUBULAR MARKER, PERMANENT | | | 0017 801-06775 LUMP| 1460.00000 1460.00| 15100.00000 15100.00| 10300.00000 10300.00 MAINTAINING TRAFFIC | | | 0018 801-07118 100.000 LFT | 10.00000 1000.00| 10.00000 1000.00| 10.00000 1000.00 BARRICADE, III-A | | | 0019 802-05701 60.000 LFT | 8.20000 492.00| 8.20000 492.00| 8.20000 492.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0020 802-76025 65.000 SFT | 16.00000 1040.00| 16.00000 1040.00| 16.00000 1040.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0021 804-06771 4.000 EACH| 19.00000 76.00| 76.00000 304.00| 19.00000 76.00 DELINEATOR POST, FLEXIBLE | | | 0022 808-06703 500.000 LFT | 0.60000 300.00| 0.50000 250.00| 0.60000 300.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0023 808-75245 200.000 LFT | 0.60000 120.00| 0.50000 100.00| 0.60000 120.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0024 808-75272 150.000 LFT | 3.60000 540.00| 4.00000 600.00| 3.60000 540.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0025 808-75297 100.000 LFT | 3.60000 360.00| 4.00000 400.00| 3.60000 360.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0026 808-75320 5.000 EACH| 25.00000 125.00| 55.00000 275.00| 25.00000 125.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75325 2.000 EACH| 50.00000 100.00| 75.00000 150.00| 50.00000 100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 72,842.50| $ 76,615.00| $ 83,769.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 72,842.50| $ 76,615.00| $ 83,769.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 851 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,868.75 ROUTE : VARIOUS CALL ORDER : 851 CONTRACT ID : M -27589-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 04/30/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 30000AX SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 236,683.50 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 280,340.00 118.4450% 3 35-2110733 SPECIALTIES COMPANY LLC $ 338,000.00 142.8067% ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL REPAIR | | | 0001 105-07038 12.000 MOS | 875.00000 10500.00| 1350.00000 16200.00| 1900.00000 22800.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 850.00000 850.00| 2000.00000 2000.00| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 601-03452 1.000 EACH| 61.00000 61.00| 75.00000 75.00| 140.00000 140.00 EXCAVATION OF DAMAGED STEEL BEAM | | | GUARDRAIL BURIED END SECTION, LABOR | | | ONLY , END TREATMENT, TYPE I | | | 0004 601-03453 40.000 EACH| 3.85000 154.00| 5.00000 200.00| 25.00000 1000.00 GUARDRAIL, CLAMP BAR, 7.125 IN., | | | ALUMINUM | | | 0005 601-03454 1.000 EACH| 69.00000 69.00| 50.00000 50.00| 100.00000 100.00 GUARDRAIL, ALUMINUM MODIFIED TERMINAL | | | ENDS | | | 0006 601-03455 1.000 EACH| 31.50000 31.50| 65.00000 65.00| 75.00000 75.00 GUARDRAIL, ALUMINUM OFFSET BRACKET, | | | TYPE E | | | 0007 601-03456 5.000 EACH| 57.00000 285.00| 75.00000 375.00| 75.00000 375.00 GUARDRAIL POST, WOOD TYPE W5 | | | 0008 601-03457 40.000 EACH| 125.00000 5000.00| 140.00000 5600.00| 130.00000 5200.00 GUARDRAIL W THRIE BEAM RAIL SECTION, 12 | | | FT. 6 IN. | | | 0009 601-03460 250.000 LFT | 4.00000 1000.00| 3.00000 750.00| 12.00000 3000.00 GUARDRAIL, CHANNEL 6.7 LBS PER LFT., | | | LABOR ONLY | | | 0010 601-03462 300.000 EACH| 48.00000 14400.00| 56.00000 16800.00| 58.00000 17400.00 GUARDRAIL, POST STEEL, 8.5 LBS PER LFT, | | | 7 FT. 0 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 851 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,868.75 ROUTE : VARIOUS CALL ORDER : 851 CONTRACT ID : M -27589-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 601-03464 20.000 EACH| 29.00000 580.00| 40.00000 800.00| 35.00000 700.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0012 601-03469 750.000 EACH| 4.60000 3450.00| 5.00000 3750.00| 6.00000 4500.00 W BEAM BACK UP PLATE, STEEL | | | 0013 601-03471 10.000 EACH| 3300.00000 33000.00| 3350.00000 33500.00| 3000.00000 30000.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | 0014 601-03492 LUMP| 1750.00000 1750.00| 10000.00000 10000.00| 10000.00000 10000.00 GUARDRAIL, MISCELLANEOUS MATERIAL, AND | | | LABOR FOR REPAIR _ | | | 0015 601-06273 1.000 EACH| 2100.00000 2100.00| 2400.00000 2400.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, SKT-350 , | | | COMPLETE WITHOUT FOUNDATION TUBES OR | | | SOIL PLATES | | | 0016 601-06798 75.000 EACH| 9.50000 712.50| 10.00000 750.00| 10.00000 750.00 TIMBER BLOCK | | | 0017 601-07179 20.000 EACH| 1650.00000 33000.00| 2000.00000 40000.00| 2000.00000 40000.00 ET_2000 OS UNIT, COMPLETE WITHOUT | | | FOUNDATION TUBES OR SOIL PLATES, ABOVE | | | GROUND COMPONENTS ONLY | | | 0018 601-07564 100.000 EACH| 110.00000 11000.00| 210.00000 21000.00| 185.00000 18500.00 SOIL TUBE AND PLATE FOR END TREATMENT, | | | OS OR MS | | | 0019 601-08131 5.000 EACH| 8.40000 42.00| 20.00000 100.00| 10.00000 50.00 GUARDRAIL, THRIE BEAM, BACKUP PLATE, | | | STEEL | | | 0020 601-08132 5.000 EACH| 37.00000 185.00| 30.00000 150.00| 37.00000 185.00 GUARDRAIL, THRIE BEAM, BLOCKOUT, STEEL | | | 0021 601-08133 5.000 EACH| 88.00000 440.00| 80.00000 400.00| 90.00000 450.00 GUARDRAIL, POST STEEL, 8.5 LBS. PER | | | LFT., 10 FT. 0 IN. | | | 0022 601-61370 300.000 EACH| 13.50000 4050.00| 12.00000 3600.00| 17.00000 5100.00 GUARD RAIL POST BRACKET, 8.5 LBS PER | | | LFT., GALVANIZED 1 FT. 2.25 IN. | | | 0023 601-61545 5.000 EACH| 16.00000 80.00| 25.00000 125.00| 20.00000 100.00 GUARD RAIL POST, ALUMINUM, INSTALL , | | | LABOR ONLY | | | 0024 601-62070 15000.000 LFT | 6.40000 96000.00| 6.50000 97500.00| 8.20000 123000.00 GUARD RAIL, STEEL BEAM, GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 851 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,868.75 ROUTE : VARIOUS CALL ORDER : 851 CONTRACT ID : M -27589-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0025 601-62080 150.000 LFT | 8.40000 1260.00| 10.00000 1500.00| 12.20000 1830.00 GUARD RAIL, STEEL BEAM, CURVED SECTION, | | | GALVANIZED | | | 0026 601-62100 20.000 EACH| 20.00000 400.00| 30.00000 600.00| 30.00000 600.00 GUARD RAIL POST, STEEL, INSTALL 6 IN x | | | 6 IN, 8.5 LBS PER LFT, LABOR ONLY | | | 0027 601-62540 800.000 EACH| 15.00000 12000.00| 20.00000 16000.00| 19.00000 15200.00 GUARD RAIL POST, PLUMB | | | 0028 601-62555 65.000 LFT | 1.80000 117.00| 3.00000 195.00| 5.00000 325.00 GUARD RAIL,, TUBING, ELIPTICAL, | | | ALUMINUM, LABOR ONLY | | | 0029 601-62570 10.000 EACH| 7.30000 73.00| 10.00000 100.00| 25.00000 250.00 GUARD RAIL DIAPHRAGM, ALUMINUM | | | 0030 601-62580 10.000 EACH| 17.80000 178.00| 15.00000 150.00| 25.00000 250.00 GUARD RAIL SPLICE BAR, ALUMINUM | | | 0031 601-91504 2.000 EACH| 85.00000 170.00| 115.00000 230.00| 101.00000 202.00 GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0032 601-91505 2.000 EACH| 60.00000 120.00| 100.00000 200.00| 81.00000 162.00 GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0033 601-91510 2.000 EACH| 60.00000 120.00| 100.00000 200.00| 81.00000 162.00 GUARD RAIL POST, W3, 8 IN. X 8 IN. | | | 0034 601-91511 2.000 EACH| 60.00000 120.00| 100.00000 200.00| 81.00000 162.00 GUARD RAIL POST, W4, 8 IN. X 8 IN. | | | 0035 601-91542 10.000 EACH| 15.00000 150.00| 25.00000 250.00| 21.00000 210.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0036 601-91575 2.000 EACH| 15.00000 30.00| 25.00000 50.00| 21.00000 42.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B2 | | | 0037 601-91576 2.000 EACH| 13.00000 26.00| 25.00000 50.00| 21.00000 42.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B3 | | | 0038 601-91649 5.000 EACH| 110.00000 550.00| 175.00000 875.00| 176.00000 880.00 GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0039 601-91653 3.000 EACH| 96.00000 288.00| 100.00000 300.00| 176.00000 528.00 GUARD RAIL THRIE BEAM TERMINAL | | | CONNECTOR, GALVANIZED | | | 0040 601-92271 15.000 EACH| 5.00000 75.00| 5.00000 75.00| 10.00000 150.00 GUARD RAIL POST BRACKET, GALVANIZED, | | | LABOR ONLY , 6 IN x 6 IN, 15 LBS PER LFT| | | 0041 601-92355 1.000 EACH| 34.00000 34.00| 50.00000 50.00| 125.00000 125.00 GUARD RAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 851 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,868.75 ROUTE : VARIOUS CALL ORDER : 851 CONTRACT ID : M -27589-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 601-95342 1.000 EACH| 80.00000 80.00| 75.00000 75.00| 100.00000 100.00 GUARD RAIL SPLICE PLATE, C, GALVANIZED | | | 0043 601-97054 15.000 EACH| 13.50000 202.50| 10.00000 150.00| 17.00000 255.00 GUARD RAIL BRACKET, STEEL, OFFSET | | | 0044 801-06640 6.000 EACH| 175.00000 1050.00| 150.00000 900.00| 250.00000 1500.00 CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP| 900.00000 900.00| 2000.00000 2000.00| 12500.00000 12500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 236,683.50| $ 280,340.00| $ 338,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 236,683.50| $ 280,340.00| $ 338,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 861 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 157,888.25 ROUTE : VARIOUS CALL ORDER : 861 CONTRACT ID : M -27590-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 04/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 30000AY SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 131,591.90 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 147,810.00 112.3245% 3 35-2110733 SPECIALTIES COMPANY LLC $ 183,764.00 139.6468% ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL REPAIR | | | 0001 110-01001 LUMP| 600.00000 600.00| 1000.00000 1000.00| 9200.00000 9200.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 601-03452 5.000 EACH| 60.00000 300.00| 75.00000 375.00| 140.00000 700.00 EXCAVATION OF DAMAGED STEEL BEAM | | | GUARDRAIL BURIED END SECTION, LABOR | | | ONLY , END TREATMENT, TYPE I | | | 0003 601-03453 20.000 EACH| 3.85000 77.00| 5.00000 100.00| 25.00000 500.00 GUARDRAIL, CLAMP BAR, 7.125 IN., | | | ALUMINUM | | | 0004 601-03454 1.000 EACH| 69.00000 69.00| 50.00000 50.00| 100.00000 100.00 GUARDRAIL, ALUMINUM MODIFIED TERMINAL | | | ENDS | | | 0005 601-03455 1.000 EACH| 31.50000 31.50| 65.00000 65.00| 75.00000 75.00 GUARDRAIL, ALUMINUM OFFSET BRACKET, | | | TYPE E | | | 0006 601-03456 12.000 EACH| 57.00000 684.00| 75.00000 900.00| 75.00000 900.00 GUARDRAIL POST, WOOD TYPE W5 | | | 0007 601-03457 5.000 EACH| 125.00000 625.00| 140.00000 700.00| 130.00000 650.00 GUARDRAIL W THRIE BEAM RAIL SECTION, 12 | | | FT. 6 IN. | | | 0008 601-03460 75.000 LFT | 4.00000 300.00| 3.00000 225.00| 12.00000 900.00 GUARDRAIL, CHANNEL 6.7 LBS PER LFT., | | | LABOR ONLY | | | 0009 601-03462 200.000 EACH| 48.00000 9600.00| 56.00000 11200.00| 58.00000 11600.00 GUARDRAIL, POST STEEL, 8.5 LBS PER LFT, | | | 7 FT. 0 IN. | | | 0010 601-03464 5.000 EACH| 29.00000 145.00| 40.00000 200.00| 35.00000 175.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 861 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 157,888.25 ROUTE : VARIOUS CALL ORDER : 861 CONTRACT ID : M -27590-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 601-03469 500.000 EACH| 4.60000 2300.00| 5.00000 2500.00| 6.00000 3000.00 W BEAM BACK UP PLATE, STEEL | | | 0012 601-03471 4.000 EACH| 3300.00000 13200.00| 3300.00000 13200.00| 3000.00000 12000.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | 0013 601-03492 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| 5000.00000 5000.00 GUARDRAIL, MISCELLANEOUS MATERIAL, AND | | | LABOR FOR REPAIR _ | | | 0014 601-06273 1.000 EACH| 2100.00000 2100.00| 2300.00000 2300.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, SKT-350 , | | | COMPLETE WITHOUT FOUNDATION TUBES OR | | | SOIL PLATES | | | 0015 601-06798 100.000 EACH| 9.50000 950.00| 10.00000 1000.00| 10.00000 1000.00 TIMBER BLOCK | | | 0016 601-07179 15.000 EACH| 1650.00000 24750.00| 1900.00000 28500.00| 2000.00000 30000.00 ET_2000 OS UNIT, COMPLETE WITHOUT | | | FOUNDATION TUBES OR SOIL PLATES, ABOVE | | | GROUND COMPONENTS ONLY | | | 0017 601-07564 70.000 EACH| 110.00000 7700.00| 210.00000 14700.00| 185.00000 12950.00 SOIL TUBE AND PLATE FOR END TREATMENT, | | | OS OR MS | | | 0018 601-08131 1.000 EACH| 8.40000 8.40| 20.00000 20.00| 10.00000 10.00 GUARDRAIL, THRIE BEAM, BACKUP PLATE, | | | STEEL | | | 0019 601-08132 1.000 EACH| 37.00000 37.00| 30.00000 30.00| 37.00000 37.00 GUARDRAIL, THRIE BEAM, BLOCKOUT, STEEL | | | 0020 601-08133 1.000 EACH| 88.00000 88.00| 80.00000 80.00| 90.00000 90.00 GUARDRAIL, POST STEEL, 8.5 LBS. PER | | | LFT., 10 FT. 0 IN. | | | 0021 601-61370 125.000 EACH| 13.50000 1687.50| 12.00000 1500.00| 17.00000 2125.00 GUARD RAIL POST BRACKET, 8.5 LBS PER | | | LFT., GALVANIZED 1 FT. 2.25 IN. | | | 0022 601-61545 5.000 EACH| 16.00000 80.00| 25.00000 125.00| 20.00000 100.00 GUARD RAIL POST, ALUMINUM, INSTALL , | | | LABOR ONLY | | | 0023 601-62070 8000.000 LFT | 6.40000 51200.00| 6.00000 48000.00| 8.20000 65600.00 GUARD RAIL, STEEL BEAM, GALVANIZED | | | 0024 601-62080 300.000 LFT | 8.40000 2520.00| 9.60000 2880.00| 12.20000 3660.00 GUARD RAIL, STEEL BEAM, CURVED SECTION, | | | GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 861 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 157,888.25 ROUTE : VARIOUS CALL ORDER : 861 CONTRACT ID : M -27590-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0025 601-62100 10.000 EACH| 20.00000 200.00| 25.00000 250.00| 30.00000 300.00 GUARD RAIL POST, STEEL, INSTALL , 6 IN | | | x 6 IN, 8.5 LBS PER LFT, LABOR ONLY | | | 0026 601-62540 500.000 EACH| 15.00000 7500.00| 18.00000 9000.00| 19.00000 9500.00 GUARD RAIL POST, PLUMB | | | 0027 601-62555 65.000 LFT | 1.80000 117.00| 3.00000 195.00| 5.00000 325.00 GUARD RAIL,, TUBING, ELIPTICAL, | | | ALUMINUM, LABOR ONLY | | | 0028 601-62570 10.000 EACH| 7.30000 73.00| 10.00000 100.00| 25.00000 250.00 GUARD RAIL DIAPHRAGM, ALUMINUM | | | 0029 601-62580 10.000 EACH| 17.80000 178.00| 15.00000 150.00| 25.00000 250.00 GUARD RAIL SPLICE BAR, ALUMINUM | | | 0030 601-91504 1.000 EACH| 80.00000 80.00| 115.00000 115.00| 101.00000 101.00 GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0031 601-91505 1.000 EACH| 60.00000 60.00| 100.00000 100.00| 81.00000 81.00 GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0032 601-91510 1.000 EACH| 60.00000 60.00| 100.00000 100.00| 81.00000 81.00 GUARD RAIL POST, W3, 8 IN. X 8 IN. | | | 0033 601-91511 1.000 EACH| 60.00000 60.00| 100.00000 100.00| 81.00000 81.00 GUARD RAIL POST, W4, 8 IN. X 8 IN. | | | 0034 601-91542 2.000 EACH| 15.00000 30.00| 25.00000 50.00| 21.00000 42.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0035 601-91575 1.000 EACH| 15.00000 15.00| 25.00000 25.00| 21.00000 21.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B2 | | | 0036 601-91576 1.000 EACH| 15.00000 15.00| 25.00000 25.00| 21.00000 21.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B3 | | | 0037 601-91649 3.000 EACH| 110.00000 330.00| 175.00000 525.00| 176.00000 528.00 GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0038 601-91653 1.000 EACH| 96.00000 96.00| 100.00000 100.00| 176.00000 176.00 GUARD RAIL THRIE BEAM TERMINAL | | | CONNECTOR, GALVANIZED | | | 0039 601-92271 10.000 EACH| 5.00000 50.00| 5.00000 50.00| 10.00000 100.00 GUARD RAIL POST BRACKET, GALVANIZED, | | | LABOR ONLY , 6 IN x 6 IN, 15 LBS PER LFT| | | 0040 601-92355 2.000 EACH| 34.00000 68.00| 50.00000 100.00| 125.00000 250.00 GUARD RAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0041 601-95342 3.000 EACH| 80.00000 240.00| 75.00000 225.00| 100.00000 300.00 GUARD RAIL SPLICE PLATE, C, GALVANIZED | | | 0042 601-97054 5.000 EACH| 13.50000 67.50| 10.00000 50.00| 17.00000 85.00 GUARD RAIL BRACKET, STEEL, OFFSET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 861 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 157,888.25 ROUTE : VARIOUS CALL ORDER : 861 CONTRACT ID : M -27590-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 801-06640 6.000 EACH| 175.00000 1050.00| 150.00000 900.00| 250.00000 1500.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 750.00000 750.00| 1000.00000 1000.00| 7300.00000 7300.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 131,591.90| $ 147,810.00| $ 183,764.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 131,591.90| $ 147,810.00| $ 183,764.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 871 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 90,650.00 ROUTE : VARIOUS CALL ORDER : 871 CONTRACT ID : M -27592-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/14/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 30000AV SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-0176110 DAVEY TREE EXPERT $ 74,000.00 100.0000% 2 35-1757957 ACE TREE SERVICE INC. $ 83,425.00 112.7364% 3 35-1636776 LINKEL COMPANY $ 240,000.00 324.3243% ==================================================================================================================================== |(1) 34-0176110 |(2) 35-1757957 |(3) 35-1636776 |DAVEY TREE EXPERT |ACE TREE SERVICE INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TREE REMOVAL | | | 0001 110-01001 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02250 5.000 EACH| 200.00000 1000.00| 200.00000 1000.00| 1000.00000 5000.00 TREE, 10 IN., REMOVE | | | 0003 202-02250 1.000 EACH| 400.00000 400.00| 500.00000 500.00| 2500.00000 2500.00 TREE, 10 IN., REMOVE , EMERGENCY REMOVAL| | | 0004 202-02255 17.000 EACH| 350.00000 5950.00| 400.00000 6800.00| 1500.00000 25500.00 TREE, 18 IN., REMOVE | | | 0005 202-02255 1.000 EACH| 700.00000 700.00| 900.00000 900.00| 3000.00000 3000.00 TREE, 18 IN., REMOVE , EMERGENCY REMOVAL| | | 0006 202-02260 35.000 EACH| 525.00000 18375.00| 700.00000 24500.00| 1700.00000 59500.00 TREE, 30 IN., REMOVE | | | 0007 202-02260 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| 3500.00000 3500.00 TREE, 30 IN., REMOVE , EMERGENCY REMOVAL| | | 0008 202-02265 28.000 EACH| 775.00000 21700.00| 800.00000 22400.00| 2000.00000 56000.00 TREE, 48 IN., REMOVE | | | 0009 202-02265 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| 4000.00000 4000.00 TREE, 48 IN., REMOVE , EMERGENCY REMOVAL| | | 0010 202-02270 5.000 EACH| 1000.00000 5000.00| 1200.00000 6000.00| 2500.00000 12500.00 TREE, 60 IN., REMOVE | | | 0011 202-02270 1.000 EACH| 1900.00000 1900.00| 1600.00000 1600.00| 4500.00000 4500.00 TREE, 60 IN., REMOVE , EMERGENCY REMOVAL| | | 0012 202-91922 95.000 EACH| 95.00000 9025.00| 85.00000 8075.00| 200.00000 19000.00 STUMP, REMOVE | | | 0013 801-06640 4.000 EACH| 75.00000 300.00| 25.00000 100.00| 400.00000 1600.00 CONSTRUCTION SIGN, A | | | 0014 801-06710 50.000 DAY | 25.00000 1250.00| 13.00000 650.00| 400.00000 20000.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 871 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 90,650.00 ROUTE : VARIOUS CALL ORDER : 871 CONTRACT ID : M -27592-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-0176110 |(2) 35-1757957 |(3) 35-1636776 |DAVEY TREE EXPERT |ACE TREE SERVICE INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 18400.00000 18400.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 74,000.00| $ 83,425.00| $ 240,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 74,000.00| $ 83,425.00| $ 240,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 881 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 198,532.00 ROUTE : VARIOUS CALL ORDER : 881 CONTRACT ID : M -27593-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 30000AW SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1038926 TOWNSEND TREE SERVICE CO $ 165,618.90 100.0000% ==================================================================================================================================== |(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 110-01001 LUMP| 0.00000 0.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 624-92647 4964.000 ACRE| 33.36400 165618.90| | HERBICIDE TREATMENT | | | SECTION TOTALS | $ 165,618.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 165,618.90| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 891 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 218 CALL ORDER : 891 CONTRACT ID : M -27598-A COUNTIES : CASS MIAMI LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING, INC. $ 269,844.80 100.0000% ====================================================================================================================================