INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 233 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,176.44 ROUTE : US 40 CALL ORDER : 233 CONTRACT ID : RS-25776-A COUNTIES : HANCOCK LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3239002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 377,729.47 100.0000% 2 35-1139301 E & B PAVING, INC. $ 407,562.89 107.8980% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 428,754.10 113.5082% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 431,980.30 114.3623% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 443,281.07 117.3541% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1139301 |(3) 35-0918397 |SHELLY & SANDS, INC. |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 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1283.01000 3849.03| 1925.00000 5775.00| 1800.00000 5400.00 FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 18166.13000 18166.13| 20350.00000 20350.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 90163.800 SYS | 0.99000 89262.16| 0.80000 72131.04| 1.00000 90163.80 SURFACE MILLING, ASPHALT | | | 0004 305-05204 100.000 TON | 94.20000 9420.00| 100.00000 10000.00| 85.00000 8500.00 HMA FOR PATCHING | | | 0005 401-05456 6198.800 TON | 36.81000 228177.83| 42.00000 260349.60| 43.00000 266548.40 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 20.700 TON | 190.74000 3948.32| 177.00000 3663.90| 175.00000 3622.50 ASPHALT FOR TACK COAT | | | 0007 801-06207 6306.000 LFT | 1.28000 8071.68| 1.25000 7882.50| 0.95000 5990.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 32.000 EACH| 58.80000 1881.60| 55.00000 1760.00| 60.00000 1920.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 9128.87000 9128.87| 20000.00000 20000.00| 16200.00000 16200.00 MAINTAINING TRAFFIC | | | 0010 808-06711 4752.000 LFT | 0.06000 285.12| 0.06000 285.12| 0.07000 332.64 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0011 808-06712 186.000 LFT | 0.06000 11.16| 0.06000 11.16| 0.07000 13.02 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0012 808-06713 14564.000 LFT | 0.06000 873.84| 0.06000 873.84| 0.07000 1019.48 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0013 808-06714 42308.000 LFT | 0.06000 2538.48| 0.06000 2538.48| 0.07000 2961.56 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 233 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,176.44 ROUTE : US 40 CALL ORDER : 233 CONTRACT ID : RS-25776-A COUNTIES : HANCOCK LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1139301 |(3) 35-0918397 |SHELLY & SANDS, INC. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-06723 24.000 EACH| 21.38000 513.12| 20.00000 480.00| 21.00000 504.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0015 808-06726 206.000 LFT | 1.07000 220.42| 1.00000 206.00| 1.00000 206.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0016 808-75008 600.000 LFT | 0.53000 318.00| 0.50000 300.00| 0.55000 330.00 LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0017 808-75325 11.000 EACH| 48.11000 529.21| 45.00000 495.00| 47.00000 517.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0018 801-06710 25.000 DAY | 21.38000 534.50| 18.45000 461.25| 21.00000 525.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 377,729.47| $ 407,562.89| $ 428,754.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 377,729.47| $ 407,562.89| $ 428,754.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 233 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,176.44 ROUTE : US 40 CALL ORDER : 233 CONTRACT ID : RS-25776-A COUNTIES : HANCOCK LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 | |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1880.00000 5640.00| 1500.00000 4500.00| FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 21000.00000 21000.00| 22000.00000 22000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 90163.800 SYS | 0.87000 78442.51| 0.84000 75737.59| SURFACE MILLING, ASPHALT | | | 0004 305-05204 100.000 TON | 114.25000 11425.00| 144.00000 14400.00| HMA FOR PATCHING | | | 0005 401-05456 6198.800 TON | 46.00000 285144.80| 46.25000 286694.50| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 20.700 TON | 180.00000 3726.00| 177.00000 3663.90| ASPHALT FOR TACK COAT | | | 0007 801-06207 6306.000 LFT | 1.22000 7693.32| 1.35000 8513.10| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 32.000 EACH| 56.97000 1823.04| 50.00000 1600.00| CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 11322.80000 11322.80| 20125.00000 20125.00| MAINTAINING TRAFFIC | | | 0010 808-06711 4752.000 LFT | 0.06000 285.12| 0.07000 332.64| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0011 808-06712 186.000 LFT | 0.06000 11.16| 0.07000 13.02| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0012 808-06713 14564.000 LFT | 0.06000 873.84| 0.06000 873.84| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0013 808-06714 42308.000 LFT | 0.06000 2538.48| 0.06000 2538.48| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0014 808-06723 24.000 EACH| 20.72000 497.28| 40.00000 960.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0015 808-06726 206.000 LFT | 1.04000 214.24| 0.50000 103.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0016 808-75008 600.000 LFT | 0.52000 312.00| 0.18000 108.00| LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0017 808-75325 11.000 EACH| 46.61000 512.71| 63.00000 693.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0018 801-06710 25.000 DAY | 20.72000 518.00| 17.00000 425.00| FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 233 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,176.44 ROUTE : US 40 CALL ORDER : 233 CONTRACT ID : RS-25776-A COUNTIES : HANCOCK LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 | |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 431,980.30| $ 443,281.07| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 431,980.30| $ 443,281.07| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 243 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,073,022.98 ROUTE : US 40 CALL ORDER : 243 CONTRACT ID : RS-25788-A COUNTIES : HENRY WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3233005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 961,530.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 984,369.45 102.3753% ==================================================================================================================================== |(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 ASPHALT RESURFACE | | | 0001 105-01925 7.000 MOS | 2200.00000 15400.00| 1500.00000 10500.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4691.97000 4691.97| 4500.00000 4500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 38000.00000 38000.00| 49000.00000 49000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 177056.000 m2 | 0.55000 97380.80| 0.73000 129250.88| SURFACE MILLING, ASPHALT 25mm | | | 0005 305-05204 256.000 Mg | 95.00000 24320.00| 89.00000 22784.00| HMA FOR PATCHING | | | 0006 401-05457 15935.100 Mg | 45.00000 717079.50| 44.00000 701144.40| QC/QA HMA SURFACE 12.5 mm, MAINLINE - - | | | VOLUMETRIC | | | 0007 406-05520 44.300 Mg | 180.00000 7974.00| 195.00000 8638.50| ASPHALT FOR TACK COAT | | | 0008 615-06525 1.000 EACH| 400.00000 400.00| 250.00000 250.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0009 801-06207 4456.600 m | 2.75000 12255.65| 4.00000 17826.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0010 801-06640 52.000 EACH| 55.00000 2860.00| 55.00000 2860.00| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 28000.00000 28000.00| 26050.00000 26050.00| MAINTAINING TRAFFIC | | | 0012 805-02328 180.000 m | 1.60000 288.00| 3.75000 675.00| SIGNAL CABLE, 1C 14GA. | | | 0013 805-78795 45.000 m | 40.00000 1800.00| 20.00000 900.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0014 808-06711 4934.500 m | 0.15000 740.18| 0.18000 888.21| LINE, PAINT, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 243 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,073,022.98 ROUTE : US 40 CALL ORDER : 243 CONTRACT ID : RS-25788-A COUNTIES : HENRY WAYNE LETTING DATE : 12/19/01 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06713 20338.000 m | 0.15000 3050.70| 0.16000 3254.08| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0016 808-06714 24828.000 m | 0.15000 3724.20| 0.16000 3972.48| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0017 808-75996 62.000 EACH| 6.50000 403.00| 4.75000 294.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 62.000 EACH| 51.00000 3162.00| 25.50000 1581.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 961,530.00| $ 984,369.45| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 961,530.00| $ 984,369.45| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 253 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 629,871.38 ROUTE : SR 1 CALL ORDER : 253 CONTRACT ID : RS-25790-A COUNTIES : WAYNE RANDOLPH LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3768009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 486,547.45 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 563,261.00 115.7669% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |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 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 1650.00000 9900.00| 2200.00000 13200.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 24300.00000 24300.00| 25000.20000 25000.20| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 127395.000 SYS | 0.73000 92998.35| 0.50000 63697.50| SURFACE MILLING, ASPHALT | | | 0005 305-05204 20.000 TON | 200.00000 4000.00| 100.00000 2000.00| HMA FOR PATCHING | | | 0006 401-05456 8758.400 TON | 36.50000 319681.60| 48.50000 424782.40| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 406-05520 29.300 TON | 200.00000 5860.00| 165.00000 4834.50| ASPHALT FOR TACK COAT | | | 0008 615-06525 8.000 EACH| 250.00000 2000.00| 400.00000 3200.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0009 801-06207 5207.000 LFT | 1.25000 6508.75| 0.75000 3905.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 32.000 EACH| 58.00000 1856.00| 100.00000 3200.00| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 6250.00000 6250.00| 8500.00000 8500.00| MAINTAINING TRAFFIC | | | 0012 808-06712 11758.000 LFT | 0.05000 587.90| 0.05000 587.90| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0013 808-06713 95546.000 LFT | 0.05000 4777.30| 0.05000 4777.30| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0014 808-06714 5039.000 LFT | 0.05000 251.95| 0.05000 251.95| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 253 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 629,871.38 ROUTE : SR 1 CALL ORDER : 253 CONTRACT ID : RS-25790-A COUNTIES : WAYNE RANDOLPH LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06726 36.000 LFT | 2.10000 75.60| 9.00000 324.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 486,547.45| $ 563,261.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 486,547.45| $ 563,261.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 263 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,359.23 ROUTE : NSR 3 CALL ORDER : 263 CONTRACT ID : RS-25791-A COUNTIES : HENRY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2012011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 278,296.66 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 324,032.18 116.4340% 3 35-1139301 E & B PAVING, INC. $ 335,698.97 120.6263% 4 35-1991044 JOHNSON COMPANY INC. $ 338,935.19 121.7891% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 425,478.55 152.8866% 6 33-0349226 PENHALL COMPANY $ 444,552.52 159.7405% 7 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 456,131.03 163.9010% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR | | | 0001 105-01925 6.000 MOS | 900.00000 5400.00| 1900.00000 11400.00| 900.00000 5400.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 2400.00000 2400.00| 2659.84000 2659.84 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13500.00000 13500.00| 16000.00000 16000.00| 6555.00000 6555.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 305-93341 76604.000 LFT | 1.09000 83498.36| 1.10000 84264.40| 1.30000 99585.20 SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0005 305-93342 33430.000 LFT | 1.09000 36438.70| 1.10000 36773.00| 1.65000 55159.50 SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0006 305-93342 6120.000 LFT | 1.50000 9180.00| 1.60000 9792.00| 1.30000 7956.00 SAW, CLEAN AND SEAL TRANSVERSE JOINTS , | | | MID-SLAB CRACKS | | | 0008 605-94285 200.000 LFT | 25.09000 5018.00| 26.00000 5200.00| 14.00000 2800.00 CURB, CONCRETE RECONSTRUCTED | | | 0009 801-06640 22.000 EACH| 75.46000 1660.12| 68.00000 1496.00| 70.00000 1540.00 CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 10000.00000 10000.00| 23000.00000 23000.00| 6500.00000 6500.00 MAINTAINING TRAFFIC | | | 0011 808-06711 6965.000 LFT | 0.06000 417.90| 0.06000 417.90| 0.06000 417.90 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0012 808-06713 27700.000 LFT | 0.06000 1662.00| 0.05000 1385.00| 0.06000 1662.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0013 808-06714 27700.000 LFT | 0.06000 1662.00| 0.05000 1385.00| 0.06000 1662.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 263 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,359.23 ROUTE : NSR 3 CALL ORDER : 263 CONTRACT ID : RS-25791-A COUNTIES : HENRY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-06723 24.000 EACH| 21.56000 517.44| 40.00000 960.00| 20.00000 480.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0015 808-06726 96.000 LFT | 1.62000 155.52| 0.53000 50.88| 1.50000 144.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0016 808-75325 13.000 EACH| 48.50000 630.50| 63.00000 819.00| 45.00000 585.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0017 808-75996 520.000 EACH| 15.84000 8236.80| 5.30000 2756.00| 13.20000 6864.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 520.000 EACH| 21.29000 11070.80| 23.00000 11960.00| 19.75000 10270.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0019 506-06333 1024.300 SYS | 84.61000 86666.02| 110.00000 112673.00| 121.75000 124708.53 PCCP PATCHING, FULL DEPTH | | | 0020 801-06710 50.000 DAY | 11.65000 582.50| 26.00000 1300.00| 15.00000 750.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 278,296.66| $ 324,032.18| $ 335,698.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,296.66| $ 324,032.18| $ 335,698.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 263 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,359.23 ROUTE : NSR 3 CALL ORDER : 263 CONTRACT ID : RS-25791-A COUNTIES : HENRY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1991044 |(5) 35-1364963 |(6) 33-0349226 |JOHNSON COMPANY INC. |ERBER & MILLIGAN CONSTR. CO.|PENHALL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR | | | 0001 105-01925 6.000 MOS | 1100.00000 6600.00| 1000.00000 6000.00| 1500.00000 9000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 4700.00000 4700.00| 2000.00000 2000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9700.00000 9700.00| 20500.00000 20500.00| 37000.00000 37000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 305-93341 76604.000 LFT | 1.16000 88860.64| 1.50000 114906.00| 1.63000 124864.52 SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0005 305-93342 33430.000 LFT | 1.16000 38778.80| 1.50000 50145.00| 1.63000 54490.90 SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0006 305-93342 6120.000 LFT | 1.60000 9792.00| 1.80000 11016.00| 2.50000 15300.00 SAW, CLEAN AND SEAL TRANSVERSE JOINTS , | | | MID-SLAB CRACKS | | | 0008 605-94285 200.000 LFT | 48.00000 9600.00| 24.00000 4800.00| 15.00000 3000.00 CURB, CONCRETE RECONSTRUCTED | | | 0009 801-06640 22.000 EACH| 80.00000 1760.00| 100.00000 2200.00| 70.00000 1540.00 CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 21000.00000 21000.00| 34000.00000 34000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0011 808-06711 6965.000 LFT | 0.09000 626.85| 0.07000 487.55| 0.06000 417.90 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0012 808-06713 27700.000 LFT | 0.09000 2493.00| 0.07000 1939.00| 0.06000 1662.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0013 808-06714 27700.000 LFT | 0.09000 2493.00| 0.07000 1939.00| 0.06000 1662.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0014 808-06723 24.000 EACH| 26.00000 624.00| 45.00000 1080.00| 20.00000 480.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0015 808-06726 96.000 LFT | 2.50000 240.00| 1.00000 96.00| 1.50000 144.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0016 808-75325 13.000 EACH| 69.00000 897.00| 65.00000 845.00| 45.00000 585.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0017 808-75996 520.000 EACH| 15.00000 7800.00| 15.50000 8060.00| 14.70000 7644.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 520.000 EACH| 20.75000 10790.00| 21.00000 10920.00| 19.75000 10270.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 263 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,359.23 ROUTE : NSR 3 CALL ORDER : 263 CONTRACT ID : RS-25791-A COUNTIES : HENRY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1991044 |(5) 35-1364963 |(6) 33-0349226 |JOHNSON COMPANY INC. |ERBER & MILLIGAN CONSTR. CO.|PENHALL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 506-06333 1024.300 SYS | 118.00000 120867.40| 150.00000 153645.00| 154.00000 157742.20 PCCP PATCHING, FULL DEPTH | | | 0020 801-06710 50.000 DAY | 26.25000 1312.50| 18.00000 900.00| 15.00000 750.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 338,935.19| $ 425,478.55| $ 444,552.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 338,935.19| $ 425,478.55| $ 444,552.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 263 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,359.23 ROUTE : NSR 3 CALL ORDER : 263 CONTRACT ID : RS-25791-A COUNTIES : HENRY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR | | | 0001 105-01925 6.000 MOS | 1774.74000 10648.44| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 6420.23000 6420.23| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22000.00000 22000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 305-93341 76604.000 LFT | 1.52000 116438.08| | SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0005 305-93342 33430.000 LFT | 1.57000 52485.10| | SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0006 305-93342 6120.000 LFT | 1.62000 9914.40| | SAW, CLEAN AND SEAL TRANSVERSE JOINTS , | | | MID-SLAB CRACKS | | | 0008 605-94285 200.000 LFT | 23.63000 4726.00| | CURB, CONCRETE RECONSTRUCTED | | | 0009 801-06640 22.000 EACH| 150.12000 3302.64| | CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 65567.00000 65567.00| | MAINTAINING TRAFFIC | | | 0011 808-06711 6965.000 LFT | 0.07000 487.55| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0012 808-06713 27700.000 LFT | 0.07000 1939.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0013 808-06714 27700.000 LFT | 0.07000 1939.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0014 808-06723 24.000 EACH| 59.93000 1438.32| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0015 808-06726 96.000 LFT | 2.39000 229.44| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0016 808-75325 13.000 EACH| 100.08000 1301.04| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0017 808-75996 520.000 EACH| 5.00000 2600.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 520.000 EACH| 26.07000 13556.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 263 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,359.23 ROUTE : NSR 3 CALL ORDER : 263 CONTRACT ID : RS-25791-A COUNTIES : HENRY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 506-06333 1024.300 SYS | 136.58000 139898.89| | PCCP PATCHING, FULL DEPTH | | | 0020 801-06710 50.000 DAY | 24.79000 1239.50| | FLASHING ARROW SIGN | | | SECTION TOTALS | $ 456,131.03| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 456,131.03| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 273 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 907,655.22 ROUTE : 67 CALL ORDER : 273 CONTRACT ID : RS-25795-A COUNTIES : DELAWARE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0450008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 576,110.04 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 762,847.00 132.4134% ==================================================================================================================================== |(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 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 1372.00000 5488.00| 2400.00000 9600.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 5510.00000 5510.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 27000.00000 27000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 164650.000 SYS | 0.42000 69153.00| 0.45000 74092.50| SURFACE MILLING, ASPHALT | | | 0005 305-05204 100.000 TON | 50.00000 5000.00| 90.00000 9000.00| HMA FOR PATCHING | | | 0006 401-05457 13585.000 TON | 29.00000 393965.00| 42.00000 570570.00| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0007 406-05520 41.500 TON | 160.00000 6640.00| 165.00000 6847.50| ASPHALT FOR TACK COAT | | | 0008 801-06208 6340.000 LFT | 0.88000 5579.20| 1.00000 6340.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0009 801-06640 30.000 EACH| 65.00000 1950.00| 55.00000 1650.00| CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 24400.00000 24400.00| 15500.00000 15500.00| MAINTAINING TRAFFIC | | | 0011 805-78470 788.000 LFT | 1.02000 803.76| 1.00000 788.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0012 805-78795 196.000 LFT | 5.50000 1078.00| 10.50000 2058.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0013 808-06702 15850.000 LFT | 0.30000 4755.00| 0.30000 4755.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0014 808-06713 63400.000 LFT | 0.05000 3170.00| 0.05000 3170.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 273 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 907,655.22 ROUTE : 67 CALL ORDER : 273 CONTRACT ID : RS-25795-A COUNTIES : DELAWARE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06714 63400.000 LFT | 0.05000 3170.00| 0.05000 3170.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-75297 96.000 LFT | 5.00000 480.00| 6.50000 624.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0017 808-75340 4.000 EACH| 500.00000 2000.00| 525.00000 2100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0018 808-75996 772.000 EACH| 3.14000 2424.08| 6.00000 4632.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0019 808-75998 772.000 EACH| 19.50000 15054.00| 20.00000 15440.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 576,110.04| $ 762,847.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 576,110.04| $ 762,847.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 283 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,460,172.83 ROUTE : SR 26 CALL ORDER : 283 CONTRACT ID : RS-25866-A COUNTIES : HOWARD GRANT LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3234009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 1,299,536.20 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,407,195.01 108.2844% ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 | |MOHR CONSTRUCTION CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 2100.00000 8400.00| 1419.35000 5677.40| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 65000.00000 65000.00| 70000.00000 70000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 252290.000 SYS | 0.84160 212327.26| 0.74000 186694.60| SURFACE MILLING, ASPHALT | | | 0005 305-05204 1425.000 TON | 70.00000 99750.00| 88.00000 125400.00| HMA FOR PATCHING , MAINLINE | | | 0006 305-05204 75.000 TON | 70.00000 5250.00| 88.00000 6600.00| HMA FOR PATCHING , SHOULDER | | | 0007 401-05457 20814.000 TON | 38.75000 806542.50| 43.26000 900413.64| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 406-05520 64.000 TON | 300.00000 19200.00| 144.00000 9216.00| ASPHALT FOR TACK COAT | | | 0009 605-97170 55.000 LFT | 20.00000 1100.00| 15.28000 840.40| CURB, PRECAST CONCRETE | | | 0010 615-06525 38.000 EACH| 250.00000 9500.00| 194.05000 7373.90| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0011 801-04308 4.000 EACH| 80.50000 322.00| 70.00000 280.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0012 801-06207 8437.000 LFT | 1.00000 8437.00| 0.72000 6074.64| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06605 8.000 EACH| 69.00000 552.00| 60.00000 480.00| BARRICADE, IIIA | | | 0014 801-06606 8.000 EACH| 69.00000 552.00| 60.00000 480.00| BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 283 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,460,172.83 ROUTE : SR 26 CALL ORDER : 283 CONTRACT ID : RS-25866-A COUNTIES : HOWARD GRANT LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 | |MOHR CONSTRUCTION CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06625 14.000 EACH| 80.50000 1127.00| 70.00000 980.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0016 801-06640 84.000 EACH| 57.50000 4830.00| 50.00000 4200.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 36000.00000 36000.00| 54000.00000 54000.00| MAINTAINING TRAFFIC | | | 0018 804-06725 2.000 EACH| 57.50000 115.00| 60.00000 120.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0019 805-78470 1773.000 LFT | 0.35000 620.55| 0.45000 797.85| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0020 805-78795 441.000 LFT | 7.30000 3219.30| 9.33000 4114.53| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0021 808-06712 19329.000 LFT | 0.05000 966.45| 0.05000 966.45| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 184115.000 LFT | 0.05000 9205.75| 0.05000 9205.75| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 33662.000 LFT | 0.05000 1683.10| 0.05000 1683.10| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75297 180.000 LFT | 3.45000 621.00| 3.00000 540.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75320 5.000 EACH| 62.39000 311.95| 54.25000 271.25| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0026 808-75325 3.000 EACH| 90.28000 270.84| 78.50000 235.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0027 808-75340 2.000 EACH| 316.25000 632.50| 275.00000 550.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 1,299,536.20| $ 1,407,195.01| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,299,536.20| $ 1,407,195.01| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 293 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,390.77 ROUTE : 238 CALL ORDER : 293 CONTRACT ID : RS-25882-A COUNTIES : HAMILTON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3229007 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 329,115.66 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 364,295.12 110.6890% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 372,200.00 113.0909% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 447,325.60 135.9174% ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, 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 105-01925 3.000 MOS | 2470.00000 7410.00| 1284.21000 3852.63| 2200.00000 6600.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 2750.00000 2750.00| 3210.53000 3210.53| 3150.00000 3150.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 13294.37000 13294.37| 14149.91000 14149.91 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 57263.100 SYS | 0.31000 17751.56| 0.78000 44665.22| 0.46000 26341.03 SURFACE MILLING, ASPHALT 1" | | | 0005 305-05204 1864.500 TON | 61.00000 113734.50| 64.50000 120260.25| 66.00000 123057.00 HMA FOR PATCHING | | | 0006 401-05457 4724.200 TON | 32.00000 151174.40| 30.95000 146213.99| 36.50000 172433.30 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0007 406-05520 13.200 TON | 200.00000 2640.00| 190.92000 2520.14| 200.00000 2640.00 ASPHALT FOR TACK COAT | | | 0008 615-06525 1.000 EACH| 370.00000 370.00| 699.83000 699.83| 800.00000 800.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0009 801-06207 4435.000 LFT | 1.15000 5100.25| 1.56000 6918.60| 1.00000 4435.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 30.000 EACH| 49.00000 1470.00| 58.86000 1765.80| 57.75000 1732.50 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 4400.00000 4400.00| 13702.07000 13702.07| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0012 801-07117 2.000 EACH| 800.00000 1600.00| 588.60000 1177.20| 577.50000 1155.00 TEMPORARY WORKSITE FLASHING LIGHT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 293 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,390.77 ROUTE : 238 CALL ORDER : 293 CONTRACT ID : RS-25882-A COUNTIES : HAMILTON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 805-02328 230.000 LFT | 0.45000 103.50| 0.86000 197.80| 1.05000 241.50 SIGNAL CABLE, 1C 14GA. | | | 0014 805-78795 80.000 LFT | 14.00000 1120.00| 16.27000 1301.60| 15.75000 1260.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0015 808-06712 3035.000 LFT | 0.05000 151.75| 0.05000 151.75| 0.06000 182.10 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0016 808-06713 47864.000 LFT | 0.05000 2393.20| 0.05000 2393.20| 0.05000 2393.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 32210.000 LFT | 0.05000 1610.50| 0.05000 1610.50| 0.05000 1610.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-06726 12.000 LFT | 28.00000 336.00| 29.97000 359.64| 1.58000 18.96 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 329,115.66| $ 364,295.12| $ 372,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 329,115.66| $ 364,295.12| $ 372,200.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 293 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,390.77 ROUTE : 238 CALL ORDER : 293 CONTRACT ID : RS-25882-A COUNTIES : HAMILTON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 3.000 MOS | 1880.00000 5640.00| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 3100.00000 3100.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22000.00000 22000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 57263.100 SYS | 0.70000 40084.17| | SURFACE MILLING, ASPHALT 1" | | | 0005 305-05204 1864.500 TON | 94.15000 175542.68| | HMA FOR PATCHING | | | 0006 401-05457 4724.200 TON | 35.70000 168653.94| | QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0007 406-05520 13.200 TON | 180.00000 2376.00| | ASPHALT FOR TACK COAT | | | 0008 615-06525 1.000 EACH| 365.00000 365.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0009 801-06207 4435.000 LFT | 1.20000 5322.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 30.000 EACH| 57.00000 1710.00| | CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 15701.91000 15701.91| | MAINTAINING TRAFFIC | | | 0012 801-07117 2.000 EACH| 570.00000 1140.00| | TEMPORARY WORKSITE FLASHING LIGHT SIGN | | | ASSEMBLY | | | 0013 805-02328 230.000 LFT | 1.05000 241.50| | SIGNAL CABLE, 1C 14GA. | | | 0014 805-78795 80.000 LFT | 15.55000 1244.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0015 808-06712 3035.000 LFT | 0.06000 182.10| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0016 808-06713 47864.000 LFT | 0.05000 2393.20| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 32210.000 LFT | 0.05000 1610.50| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-06726 12.000 LFT | 1.55000 18.60| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 293 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,390.77 ROUTE : 238 CALL ORDER : 293 CONTRACT ID : RS-25882-A COUNTIES : HAMILTON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 447,325.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 447,325.60| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 303 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 904,191.24 ROUTE : SR 13 CALL ORDER : 303 CONTRACT ID : RS-25889-A COUNTIES : MADISON GRANT LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3127016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 809,959.16 100.0000% 2 35-0524595 MOHR CONSTRUCTION CO $ 851,934.70 105.1824% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0524595 | |E & B PAVING, INC. |MOHR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 3.000 MOS | 1511.75000 4535.25| 2100.00000 6300.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 13000.00000 13000.00| 3000.00000 3000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 45000.00000 45000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 5448.000 SYS | 1.00000 5448.00| 3.25000 17706.00| SURFACE MILLING, ASPHALT | | | 0005 303-52308 1814.000 TON | 14.59000 26466.26| 20.20000 36642.80| COMPACTED AGGREGATE, O, 53 | | | 0006 305-05204 200.000 TON | 69.00000 13800.00| 150.00000 30000.00| HMA FOR PATCHING | | | 0007 401-05457 10813.200 TON | 40.00000 432528.00| 42.55000 460101.66| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 401-05465 2856.800 TON | 40.00000 114272.00| 42.55000 121556.84| QC/QA HMA SURFACE 12.5 mm, SHOULDER | | | 0009 406-05520 41.000 TON | 144.00000 5904.00| 300.00000 12300.00| ASPHALT FOR TACK COAT | | | 0010 610-05527 1024.200 TON | 45.00000 46089.00| 74.00000 75790.80| HMA FOR APPROACHES | | | 0011 801-06207 5230.000 LFT | 0.72000 3765.60| 1.00000 5230.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 33.000 EACH| 65.00000 2145.00| 69.00000 2277.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 96700.00000 96700.00| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0014 808-06712 11587.000 LFT | 0.04400 509.83| 0.05000 579.35| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 303 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 904,191.24 ROUTE : SR 13 CALL ORDER : 303 CONTRACT ID : RS-25889-A COUNTIES : MADISON GRANT LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0524595 | |E & B PAVING, INC. |MOHR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06713 96659.000 LFT | 0.04400 4253.00| 0.05000 4832.95| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0016 808-06714 12346.000 LFT | 0.04400 543.22| 0.05000 617.30| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 809,959.16| $ 851,934.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 809,959.16| $ 851,934.70| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 305 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,943,567.25 ROUTE : SR 28 CALL ORDER : 305 CONTRACT ID : RS-25890-A COUNTIES : TIPTON MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 106500I SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,889,000.00 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 1,913,138.86 101.2778% 3 35-0524595 MOHR CONSTRUCTION CO $ 2,061,338.47 109.1232% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,214,600.00 117.2366% ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0524595 |E & B PAVING, INC. |SHELLY & SANDS, INC. |MOHR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 2000.00000 12000.00| 1282.55000 7695.30| 2100.00000 12600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2400.00000 2400.00| 10474.15000 10474.15| 3200.00000 3200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 94000.00000 94000.00| 29751.04000 29751.04| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 78365.000 m2 | 1.85000 144975.25| 1.72000 134787.80| 1.59000 124600.35 SURFACE MILLING, ASPHALT | | | 0005 303-52308 2115.700 Mg | 21.25000 44958.63| 17.58000 37194.01| 16.80000 35543.76 COMPACTED AGGREGATE, O, 53 | | | 0006 305-05204 808.000 Mg | 136.00000 109888.00| 97.29000 78610.32| 132.00000 106656.00 HMA FOR PATCHING | | | 0007 401-05455 18416.300 Mg | 28.00000 515656.40| 32.59000 600187.22| 31.35000 577351.01 QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE - - VOLUMETRIC | | | 0008 401-05456 13026.900 Mg | 39.00000 508049.10| 41.53000 541007.16| 45.35000 590769.92 QC/QA HMA SURFACE 9.5 mm, MAINLINE - - | | | VOLUMETRIC | | | 0009 401-05463 4014.500 Mg | 32.00000 128464.00| 33.54000 134646.33| 31.35000 125854.58 QC/QA HMA INTERMEDIATE 19.0 mm, | | | SHOULDER - - VOLUMETRIC | | | 0010 401-05464 2115.700 Mg | 40.00000 84628.00| 44.55000 94254.44| 45.35000 95947.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER - - | | | VOLUMETRIC | | | 0011 401-06264 LUMP| 6400.00000 6400.00| 5343.96000 5343.96| 5160.00000 5160.00 PROFILOGRAPH, HMA | | | 0012 405-05517 3.400 Mg | 550.00000 1870.00| 210.06000 714.20| 310.00000 1054.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 305 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,943,567.25 ROUTE : SR 28 CALL ORDER : 305 CONTRACT ID : RS-25890-A COUNTIES : TIPTON MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0524595 |E & B PAVING, INC. |SHELLY & SANDS, INC. |MOHR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 406-05520 86.600 Mg | 215.00000 18619.00| 210.11000 18195.53| 450.00000 38970.00 ASPHALT FOR TACK COAT | | | 0014 610-05527 2187.200 Mg | 75.00000 164040.00| 63.34000 138537.25| 82.00000 179350.40 HMA FOR APPROACHES | | | 0015 615-06525 8.000 EACH| 247.09000 1976.72| 371.38000 2971.04| 250.00000 2000.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0016 801-04308 2.000 EACH| 75.00000 150.00| 80.16000 160.32| 64.50000 129.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0017 801-06203 1397.000 m | 1.24000 1732.28| 0.96000 1341.12| 1.64000 2291.08 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0018 801-06207 2711.000 m | 2.80000 7590.80| 1.03000 2792.33| 3.30000 8946.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0019 801-06605 4.000 EACH| 60.00000 240.00| 64.13000 256.52| 53.75000 215.00 BARRICADE, IIIA | | | 0020 801-06606 4.000 EACH| 50.00000 200.00| 53.44000 213.76| 53.75000 215.00 BARRICADE, IIIB | | | 0021 801-06640 84.000 EACH| 90.00000 7560.00| 96.19000 8079.96| 53.75000 4515.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 22207.37000 22207.37| 53238.92000 53238.92| 91000.00000 91000.00 MAINTAINING TRAFFIC | | | 0023 808-06712 3967.000 m | 0.17000 674.39| 0.18000 714.06| 0.19000 753.73 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0024 808-06713 247.000 m | 0.16000 39.52| 0.17000 41.99| 0.19000 46.93 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-06714 11244.000 m | 0.16000 1799.04| 0.17000 1911.48| 0.19000 2136.36 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0026 808-06721 880.000 m | 0.16000 140.80| 0.17000 149.60| 2.15000 1892.00 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 100 mm | | | 0027 808-06723 27.000 EACH| 38.00000 1026.00| 40.61000 1096.47| 37.63000 1016.01 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0028 808-06726 244.500 m | 1.40000 342.30| 1.50000 366.75| 7.53000 1841.09 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0029 808-75140 6.000 EACH| 140.00000 840.00| 149.63000 897.78| 180.60000 1083.60 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0030 808-75325 13.000 EACH| 60.00000 780.00| 64.13000 833.69| 73.10000 950.30 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 305 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,943,567.25 ROUTE : SR 28 CALL ORDER : 305 CONTRACT ID : RS-25890-A COUNTIES : TIPTON MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0524595 |E & B PAVING, INC. |SHELLY & SANDS, INC. |MOHR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 808-75996 197.000 EACH| 5.20000 1024.40| 8.23000 1621.31| 3.00000 591.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 197.000 EACH| 24.00000 4728.00| 25.65000 5053.05| 23.65000 4659.05 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,889,000.00| $ 1,913,138.86| $ 2,061,338.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,889,000.00| $ 1,913,138.86| $ 2,061,338.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 305 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,943,567.25 ROUTE : SR 28 CALL ORDER : 305 CONTRACT ID : RS-25890-A COUNTIES : TIPTON MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10300.00000 10300.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 65003.95000 65003.95| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 78365.000 m2 | 1.80000 141057.00| | SURFACE MILLING, ASPHALT | | | 0005 303-52308 2115.700 Mg | 22.00000 46545.40| | COMPACTED AGGREGATE, O, 53 | | | 0006 305-05204 808.000 Mg | 125.00000 101000.00| | HMA FOR PATCHING | | | 0007 401-05455 18416.300 Mg | 37.00000 681403.10| | QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE - - VOLUMETRIC | | | 0008 401-05456 13026.900 Mg | 47.00000 612264.30| | QC/QA HMA SURFACE 9.5 mm, MAINLINE - - | | | VOLUMETRIC | | | 0009 401-05463 4014.500 Mg | 37.00000 148536.50| | QC/QA HMA INTERMEDIATE 19.0 mm, | | | SHOULDER - - VOLUMETRIC | | | 0010 401-05464 2115.700 Mg | 47.00000 99437.90| | QC/QA HMA SURFACE 9.5 mm, SHOULDER - - | | | VOLUMETRIC | | | 0011 401-06264 LUMP| 10000.00000 10000.00| | PROFILOGRAPH, HMA | | | 0012 405-05517 3.400 Mg | 350.00000 1190.00| | ASPHALT FOR PRIME COAT | | | 0013 406-05520 86.600 Mg | 200.00000 17320.00| | ASPHALT FOR TACK COAT | | | 0014 610-05527 2187.200 Mg | 82.00000 179350.40| | HMA FOR APPROACHES | | | 0015 615-06525 8.000 EACH| 500.00000 4000.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0016 801-04308 2.000 EACH| 78.75000 157.50| | ROAD CLOSURE SIGN ASSEMBLY | | | 0017 801-06203 1397.000 m | 1.00000 1397.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0018 801-06207 2711.000 m | 3.00000 8133.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 305 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,943,567.25 ROUTE : SR 28 CALL ORDER : 305 CONTRACT ID : RS-25890-A COUNTIES : TIPTON MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 801-06605 4.000 EACH| 63.00000 252.00| | BARRICADE, IIIA | | | 0020 801-06606 4.000 EACH| 52.50000 210.00| | BARRICADE, IIIB | | | 0021 801-06640 84.000 EACH| 94.50000 7938.00| | CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 55000.00000 55000.00| | MAINTAINING TRAFFIC | | | 0023 808-06712 3967.000 m | 0.18000 714.06| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0024 808-06713 247.000 m | 0.17000 41.99| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-06714 11244.000 m | 0.17000 1911.48| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0026 808-06721 880.000 m | 0.17000 149.60| | TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 100 mm | | | 0027 808-06723 27.000 EACH| 40.00000 1080.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0028 808-06726 244.500 m | 1.47000 359.42| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0029 808-75140 6.000 EACH| 147.00000 882.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0030 808-75325 13.000 EACH| 63.00000 819.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0031 808-75996 197.000 EACH| 6.00000 1182.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 197.000 EACH| 25.20000 4964.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,214,600.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,214,600.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 309 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,622,463.56 ROUTE : 37 CALL ORDER : 309 CONTRACT ID : RS-25892-A COUNTIES : HAMILTON MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0977013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 1,489,641.06 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,527,197.75 102.5211% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,616,378.00 108.5078% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1139301 |(3) 35-0918397 |SHELLY & SANDS, INC. |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 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1282.55000 7695.30| 2000.00000 12000.00| 2000.00000 12000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 13359.86000 13359.86| 5700.00000 5700.00| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 44989.83000 44989.83| 66700.00000 66700.00| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 9000.000 SYS | 3.45000 31050.00| 6.00000 54000.00| 4.60000 41400.00 SURFACE MILLING, ASPHALT | | | 0005 303-52308 3545.000 TON | 16.25000 57606.25| 20.00000 70900.00| 21.00000 74445.00 COMPACTED AGGREGATE, O, 53 | | | 0006 305-05204 100.000 TON | 81.63000 8163.00| 130.00000 13000.00| 100.00000 10000.00 HMA FOR PATCHING | | | 0007 401-05457 31240.000 TON | 32.60000 1018424.00| 36.00000 1124640.00| 38.00000 1187120.00 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0008 406-05520 101.000 TON | 190.67000 19257.67| 200.00000 20200.00| 200.00000 20200.00 ASPHALT FOR TACK COAT | | | 0009 610-05527 1758.000 TON | 100.16000 176081.28| 50.00000 87900.00| 75.00000 131850.00 HMA FOR APPROACHES | | | 0010 615-06500 1.000 EACH| 405.11000 405.11| 510.00000 510.00| 800.00000 800.00 MONUMENT, A | | | 0011 801-01093 2.000 EACH| 641.28000 1282.56| 1000.00000 2000.00| 1050.00000 2100.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0012 801-06207 9668.000 LFT | 1.33000 12858.44| 1.00000 9668.00| 1.00000 9668.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 90.000 EACH| 74.82000 6733.80| 55.00000 4950.00| 57.75000 5197.50 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 309 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,622,463.56 ROUTE : 37 CALL ORDER : 309 CONTRACT ID : RS-25892-A COUNTIES : HAMILTON MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1139301 |(3) 35-0918397 |SHELLY & SANDS, INC. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06775 LUMP| 47914.94000 47914.94| 12500.00000 12500.00| 32000.00000 32000.00 MAINTAINING TRAFFIC | | | 0015 801-07117 2.000 EACH| 855.03000 1710.06| 1000.00000 2000.00| 1050.00000 2100.00 TEMPORARY WORKSITE FLASHING LIGHT SIGN | | | ASSEMBLY | | | 0016 808-06712 18904.000 LFT | 0.05000 945.20| 0.05000 945.20| 0.05000 945.20 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06713 215301.000 LFT | 0.05000 10765.05| 0.05000 10765.05| 0.05000 10765.05 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 52400.000 LFT | 0.05000 2620.00| 0.05000 2620.00| 0.05000 2620.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-75297 288.000 LFT | 3.21000 924.48| 5.00000 1440.00| 5.25000 1512.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0020 808-75320 29.000 EACH| 44.89000 1301.81| 45.00000 1305.00| 47.25000 1370.25 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0021 808-75325 2.000 EACH| 57.72000 115.44| 100.00000 200.00| 105.00000 210.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0022 808-75340 2.000 EACH| 400.80000 801.60| 100.00000 200.00| 525.00000 1050.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0023 808-75996 941.000 EACH| 5.61000 5279.01| 5.25000 4940.25| 5.00000 4705.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0024 808-75998 941.000 EACH| 20.57000 19356.37| 19.25000 18114.25| 20.00000 18820.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,489,641.06| $ 1,527,197.75| $ 1,616,378.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,489,641.06| $ 1,527,197.75| $ 1,616,378.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,420.84 ROUTE : SR 38 CALL ORDER : 311 CONTRACT ID : RS-25893-A COUNTIES : MADISON HENRY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4233006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 215,666.23 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 245,915.00 114.0257% ==================================================================================================================================== |(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 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1925.00000 5775.00| 2400.00000 7200.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1950.00000 1950.00| 3199.24000 3199.24| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10750.00000 10750.00| 17000.00000 17000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 7348.800 m2 | 2.00000 14697.60| 2.00000 14697.60| SURFACE MILLING, ASPHALT | | | 0005 303-52308 354.200 Mg | 25.00000 8855.00| 26.00000 9209.20| COMPACTED AGGREGATE, O, 53 | | | 0006 305-06083 97.200 Mg | 100.40000 9758.88| 100.00000 9720.00| HMA PATCHING FOR RIGID PAVEMENT OR BASE | | | 0007 401-05457 3071.500 Mg | 36.25000 111341.88| 40.25000 123627.88| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 402-05492 611.500 Mg | 36.25000 22166.88| 40.25000 24612.88| HMA SURFACE 12.5 mm, SHOULDER | | | 0009 406-05520 12.200 Mg | 195.00000 2379.00| 180.00000 2196.00| ASPHALT FOR TACK COAT | | | 0010 605-97170 3.000 m | 105.00000 315.00| 450.00000 1350.00| CURB, PRECAST CONCRETE | | | 0011 610-05527 151.500 Mg | 50.00000 7575.00| 115.00000 17422.50| HMA FOR APPROACHES | | | 0012 615-06525 2.000 EACH| 400.00000 800.00| 260.00000 520.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0013 720-44000 4.000 EACH| 645.00000 2580.00| 310.00000 1240.00| CASTING, ADJUST TO GRADE | | | 0014 801-06207 485.000 m | 4.75000 2303.75| 2.75000 1333.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,420.84 ROUTE : SR 38 CALL ORDER : 311 CONTRACT ID : RS-25893-A COUNTIES : MADISON HENRY LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 24.000 EACH| 58.00000 1392.00| 55.00000 1320.00| CONSTRUCTION SIGN, A | | | 0016 801-06710 120.000 DAY | 13.00000 1560.00| 15.00000 1800.00| FLASHING ARROW SIGN | | | 0017 801-06775 LUMP| 9300.00000 9300.00| 6639.95000 6639.95| MAINTAINING TRAFFIC | | | 0018 808-06712 2112.000 m | 0.01000 21.12| 0.25000 528.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0019 808-06713 9732.000 m | 0.19000 1849.08| 0.20000 1946.40| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 1304.000 m | 0.19000 247.76| 0.25000 326.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-06726 14.630 m | 3.30000 48.28| 1.75000 25.60| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 215,666.23| $ 245,915.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 215,666.23| $ 245,915.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 313 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 610,932.13 ROUTE : 236 CALL ORDER : 313 CONTRACT ID : RS-25894-A COUNTIES : HENRY MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 5433002 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 534,158.36 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 639,830.00 119.7828% ==================================================================================================================================== |(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 ASPHALT RESURFACE | | | 0001 105-06790 7.000 MOS | 1635.00000 11445.00| 2000.00000 14000.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 7500.00000 7500.00| 4500.00000 4500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 30234.65000 30234.65| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 4715.000 SYS | 3.00000 14145.00| 3.00000 14145.00| SURFACE MILLING, ASPHALT | | | 0005 303-52308 740.000 TON | 25.00000 18500.00| 28.00000 20720.00| COMPACTED AGGREGATE, O, 53 | | | 0006 305-05204 2365.000 TON | 45.00000 106425.00| 63.00000 148995.00| HMA FOR PATCHING | | | 0007 401-05457 7430.000 TON | 32.00000 237760.00| 38.00000 282340.00| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 406-05520 24.200 TON | 180.00000 4356.00| 175.00000 4235.00| ASPHALT FOR TACK COAT | | | 0009 610-05527 600.000 TON | 40.00000 24000.00| 77.00000 46200.00| HMA FOR APPROACHES | | | 0010 720-44000 13.000 EACH| 455.00000 5915.00| 325.00000 4225.00| CASTING, ADJUST TO GRADE | | | 0011 801-06207 2690.000 LFT | 1.25000 3362.50| 1.00000 2690.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 31.000 EACH| 75.00000 2325.00| 80.00000 2480.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 30000.00000 30000.00| 26000.00000 26000.00| MAINTAINING TRAFFIC | | | 0014 805-78470 1035.000 LFT | 0.20000 207.00| 0.50000 517.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 313 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 610,932.13 ROUTE : 236 CALL ORDER : 313 CONTRACT ID : RS-25894-A COUNTIES : HENRY MADISON LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 805-78795 405.000 LFT | 8.00000 3240.00| 6.75000 2733.75| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0016 808-06701 414.000 LFT | 0.23000 95.22| 0.35000 144.90| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0017 808-06703 1260.000 LFT | 0.23000 289.80| 0.35000 441.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0018 808-06713 53768.000 LFT | 0.05000 2688.40| 0.05000 2688.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-75240 5075.000 LFT | 0.23000 1167.25| 0.35000 1776.25| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0020 808-75245 21703.000 LFT | 0.23000 4991.69| 0.35000 7596.05| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0021 808-75278 170.000 LFT | 2.00000 340.00| 1.35000 229.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0022 808-75297 276.000 LFT | 3.00000 828.00| 3.00000 828.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0023 808-75320 21.000 EACH| 55.00000 1155.00| 45.00000 945.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0024 808-75325 16.000 EACH| 65.00000 1040.00| 55.00000 880.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0025 808-75996 670.000 EACH| 5.25000 3517.50| 4.50000 3015.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 670.000 EACH| 19.50000 13065.00| 25.00000 16750.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0027 808-92027 800.000 LFT | 1.00000 800.00| 0.65000 520.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 534,158.36| $ 639,830.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 534,158.36| $ 639,830.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,526,125.15 ROUTE : NUS 30 CALL ORDER : 321 CONTRACT ID : RS-25944-A COUNTIES : KOSCIUSKO LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2008008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 2,468,537.56 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 2,613,281.26 105.8635% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,950,413.86 119.5207% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |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 105-06790 9.000 MOS | 600.00000 5400.00| 1090.00000 9810.00| 1680.00000 15120.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 12600.00000 12600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 104500.00000 104500.00| 130600.00000 130600.00| 71500.00000 71500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 57800.000 SYS | 1.00000 57800.00| 0.75000 43350.00| 0.55000 31790.00 SURFACE MILLING, ASPHALT | | | 0005 202-60822 320.000 SYS | 2.90000 928.00| 1.00000 320.00| 1.00000 320.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0006 202-93741 12.000 EACH| 625.00000 7500.00| 675.00000 8100.00| 625.00000 7500.00 GUARD RAIL END TREATMENT, REMOVE | | | 0007 303-04095 5775.000 TON | 9.00000 51975.00| 15.00000 86625.00| 12.90000 74497.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0008 305-05204 2975.000 TON | 90.00000 267750.00| 70.00000 208250.00| 105.00000 312375.00 HMA FOR PATCHING | | | 0009 401-05455 5600.000 TON | 23.00000 128800.00| 24.00000 134400.00| 31.80000 178080.00 QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE - - VOLUMETRIC | | | 0010 401-05456 38805.000 TON | 29.00000 1125345.00| 31.50000 1222357.50| 33.65000 1305788.25 QC/QA HMA SURFACE 9.5 mm, MAINLINE - - | | | VOLUMETRIC | | | 0011 401-05464 12835.000 TON | 27.00000 346545.00| 31.00000 397885.00| 33.65000 431897.75 QC/QA HMA SURFACE 9.5 mm, SHOULDER - - | | | VOLUMETRIC | | | 0012 401-05467 284190.000 LFT | 0.15000 42628.50| 0.08000 22735.20| 0.12000 34102.80 MILLED HMA CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,526,125.15 ROUTE : NUS 30 CALL ORDER : 321 CONTRACT ID : RS-25944-A COUNTIES : KOSCIUSKO LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 406-05520 126.400 TON | 140.00000 17696.00| 200.00000 25280.00| 300.00000 37920.00 ASPHALT FOR TACK COAT | | | 0014 601-94689 12.000 EACH| 2145.00000 25740.00| 2175.00000 26100.00| 3665.00000 43980.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-97774 1.000 EACH| 1050.00000 1050.00| 1000.00000 1000.00| 1050.00000 1050.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0016 610-05527 420.000 TON | 66.00000 27720.00| 49.00000 20580.00| 54.00000 22680.00 HMA FOR APPROACHES | | | 0017 801-06207 14000.000 LFT | 1.00000 14000.00| 0.87000 12180.00| 2.60000 36400.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 51.000 EACH| 80.00000 4080.00| 80.00000 4080.00| 80.00000 4080.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 12000.00000 12000.00| 23250.00000 23250.00| 89000.00000 89000.00 MAINTAINING TRAFFIC | | | 0020 805-01843 1.000 EACH| 375.00000 375.00| 375.00000 375.00| 375.00000 375.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0021 805-92951 21.000 EACH| 160.00000 3360.00| 160.00000 3360.00| 160.00000 3360.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0022 808-03002 35004.000 LFT | 0.48000 16801.92| 0.48000 16801.92| 0.48000 16801.92 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0023 808-03631 176954.000 LFT | 0.28000 49547.12| 0.28000 49547.12| 0.28000 49547.12 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0024 808-03632 140014.000 LFT | 0.28000 39203.92| 0.28000 39203.92| 0.28000 39203.92 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0025 808-75053 3491.000 LFT | 1.00000 3491.00| 4.50000 15709.50| 4.50000 15709.50 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 8 IN. | | | 0026 808-75067 570.000 LFT | 28.00000 15960.00| 28.00000 15960.00| 28.00000 15960.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0027 808-75071 39.000 EACH| 431.00000 16809.00| 431.00000 16809.00| 431.00000 16809.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0028 808-75510 427.000 LFT | 18.50000 7899.50| 18.50000 7899.50| 18.50000 7899.50 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0029 808-75996 2000.000 EACH| 3.50000 7000.00| 2.75000 5500.00| 5.80000 11600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,526,125.15 ROUTE : NUS 30 CALL ORDER : 321 CONTRACT ID : RS-25944-A COUNTIES : KOSCIUSKO LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 808-75998 2000.000 EACH| 19.50000 39000.00| 19.00000 38000.00| 19.50000 39000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0032 808-97323 864.000 LFT | 4.65000 4017.60| 4.65000 4017.60| 4.65000 4017.60 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0033 808-03179 39.000 EACH| 445.00000 17355.00| 445.00000 17355.00| 489.00000 19071.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0034 801-06203 840.000 LFT | 1.50000 1260.00| 1.00000 840.00| 0.45000 378.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | SECTION TOTALS | $ 2,468,537.56| $ 2,613,281.26| $ 2,950,413.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,468,537.56| $ 2,613,281.26| $ 2,950,413.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 323 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 771,034.86 ROUTE : SR 19 CALL ORDER : 323 CONTRACT ID : RS-25945-A COUNTIES : KOSCIUSKO LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2943019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 505,063.90 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 526,099.00 104.1648% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 597,159.00 118.2343% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-1185040 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 600.00000 3600.00| 1155.00000 6930.00| 1400.00000 8400.00 FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 16200.00000 16200.00| 26000.00000 26000.00| 29000.00000 29000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 16400.000 SYS | 1.40000 22960.00| 1.30000 21320.00| 1.75000 28700.00 SURFACE MILLING, ASPHALT | | | 0004 303-04095 2300.000 TON | 8.50000 19550.00| 10.85000 24955.00| 12.00000 27600.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 303-52308 300.000 TON | 11.20000 3360.00| 12.00000 3600.00| 12.50000 3750.00 COMPACTED AGGREGATE, O, 53 | | | 0006 305-05204 400.000 TON | 36.00000 14400.00| 85.00000 34000.00| 60.00000 24000.00 HMA FOR PATCHING | | | 0007 305-05206 250.000 TON | 57.50000 14375.00| 31.00000 7750.00| 68.00000 17000.00 WIDENING WITH HMA | | | 0008 401-05456 9600.000 TON | 28.70000 275520.00| 28.65000 275040.00| 29.75000 285600.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05495 1100.000 TON | 27.00000 29700.00| 28.65000 31515.00| 39.00000 42900.00 HMA WEDGE AND LEVEL | | | 0010 406-05520 33.300 TON | 165.00000 5494.50| 170.00000 5661.00| 250.00000 8325.00 ASPHALT FOR TACK COAT | | | 0011 601-94689 4.000 EACH| 4100.00000 16400.00| 2450.00000 9800.00| 3000.00000 12000.00 GUARDRAIL END TREATMENT, OS | | | 0012 601-97774 1.000 EACH| 1100.00000 1100.00| 1100.00000 1100.00| 1200.00000 1200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0013 610-05527 800.000 TON | 61.00000 48800.00| 48.00000 38400.00| 70.00000 56000.00 HMA FOR APPROACHES | | | 0014 615-06520 4.000 EACH| 200.00000 800.00| 275.00000 1100.00| 300.00000 1200.00 MONUMENT, RE-ESTABLISH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 323 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 771,034.86 ROUTE : SR 19 CALL ORDER : 323 CONTRACT ID : RS-25945-A COUNTIES : KOSCIUSKO LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-1185040 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 720-44000 26.000 EACH| 450.00000 11700.00| 335.00000 8710.00| 250.00000 6500.00 CASTING, ADJUST TO GRADE | | | 0016 801-06203 810.000 LFT | 1.32000 1069.20| 0.10000 81.00| 1.35000 1093.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 11000.000 LFT | 0.85000 9350.00| 0.10000 1100.00| 0.60000 6600.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 42.000 EACH| 62.60000 2629.20| 53.00000 2226.00| 62.00000 2604.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 1000.00000 1000.00| 21435.00000 21435.00| 28000.00000 28000.00 MAINTAINING TRAFFIC | | | 0020 808-04298 2.000 EACH| 275.00000 550.00| 275.00000 550.00| 300.00000 600.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0021 808-06712 8700.000 LFT | 0.04000 348.00| 0.04000 348.00| 0.04000 348.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 80000.000 LFT | 0.04000 3200.00| 0.04000 3200.00| 0.04000 3200.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 2700.000 LFT | 0.04000 108.00| 0.04000 108.00| 0.04000 108.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75297 150.000 LFT | 3.00000 450.00| 3.00000 450.00| 3.35000 502.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75300 160.000 LFT | 0.75000 120.00| 0.75000 120.00| 0.80000 128.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0026 202-93741 4.000 EACH| 570.00000 2280.00| 150.00000 600.00| 450.00000 1800.00 GUARD RAIL END TREATMENT, REMOVE | | | SECTION TOTALS | $ 505,063.90| $ 526,099.00| $ 597,159.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 505,063.90| $ 526,099.00| $ 597,159.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 325 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 754,971.94 ROUTE : 119 CALL ORDER : 325 CONTRACT ID : RS-25946-A COUNTIES : ELKHART LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/03/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 3720009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 661,533.00 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 665,836.83 100.6505% 3 35-1065659 BROOKS CONSTRUCTION $ 687,143.52 103.8713% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1700.00000 10200.00| 1500.00000 9000.00| 1100.00000 6600.00 FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 9000.00000 9000.00| 32000.00000 32000.00| 34300.00000 34300.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 25.000 LFT | 6.00000 150.00| 4.00000 100.00| 4.00000 100.00 GUARDRAIL, REMOVE | | | 0004 202-02279 42.000 LFT | 5.90000 247.80| 5.00000 210.00| 6.00000 252.00 CURB AND GUTTER, REMOVE | | | 0005 202-03323 2.000 EACH| 675.00000 1350.00| 700.00000 1400.00| 675.00000 1350.00 HANDHOLE, SIGNAL, REMOVE AND RESET | | | 0006 202-52710 7.200 SYS | 34.40000 247.68| 20.00000 144.00| 26.00000 187.20 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 3893.000 SYS | 2.95000 11484.35| 3.00000 11679.00| 5.00000 19465.00 SURFACE MILLING, ASPHALT | | | 0008 202-90277 1.000 EACH| 270.00000 270.00| 275.00000 275.00| 270.00000 270.00 DETECTOR HOUSING, REMOVE | | | 0009 202-93741 5.000 EACH| 190.00000 950.00| 425.00000 2125.00| 415.00000 2075.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 202-95977 15.000 SYS | 16.50000 247.50| 20.00000 300.00| 11.00000 165.00 CURB WALK, INTEGRAL, REMOVE | | | 0011 203-90014 4.000 STA | 468.00000 1872.00| 450.00000 1800.00| 1950.00000 7800.00 LINEAR GRADING | | | 0012 303-04075 2977.000 TON | 13.50000 40189.50| 9.00000 26793.00| 11.00000 32747.00 COMPACTED AGGREGATE, O, 73 | | | 0013 303-52308 44.000 TON | 29.80000 1311.20| 25.00000 1100.00| 12.00000 528.00 COMPACTED AGGREGATE, O, 53 | | | 0014 305-05204 250.000 TON | 80.00000 20000.00| 53.00000 13250.00| 85.00000 21250.00 HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 325 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 754,971.94 ROUTE : 119 CALL ORDER : 325 CONTRACT ID : RS-25946-A COUNTIES : ELKHART LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 305-05206 388.000 TON | 60.00000 23280.00| 44.00000 17072.00| 46.00000 17848.00 WIDENING WITH HMA | | | 0016 401-05456 11168.000 TON | 29.88000 333699.84| 34.00000 379712.00| 33.00000 368544.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0017 402-05495 200.000 TON | 40.00000 8000.00| 35.00000 7000.00| 35.50000 7100.00 HMA WEDGE AND LEVEL | | | 0018 406-05520 35.500 TON | 307.00000 10898.50| 225.00000 7987.50| 140.00000 4970.00 ASPHALT FOR TACK COAT | | | 0019 601-94689 5.000 EACH| 4150.00000 20750.00| 2400.00000 12000.00| 2350.00000 11750.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-97774 1.000 EACH| 1000.00000 1000.00| 1100.00000 1100.00| 1050.00000 1050.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0021 604-06069 7.200 SYS | 70.00000 504.00| 30.00000 216.00| 94.00000 676.80 CURB RAMP, CONCRETE | | | 0022 605-06140 200.000 LFT | 19.46000 3892.00| 14.00000 2800.00| 14.00000 2800.00 CURB AND GUTTER, CONCRETE | | | 0023 605-94811 1.000 EACH| 358.00000 358.00| 500.00000 500.00| 650.00000 650.00 CURB TURNOUT | | | 0024 610-05527 1244.000 TON | 53.60000 66678.40| 48.00000 59712.00| 49.50000 61578.00 HMA FOR APPROACHES | | | 0025 611-95023 1.000 EACH| 325.00000 325.00| 300.00000 300.00| 135.00000 135.00 MAILBOX ASSEMBLY, RESET | | | 0027 621-06560 1385.000 SYS | 1.88000 2603.80| 2.00000 2770.00| 1.88000 2603.80 MULCHED SEEDING, U | | | 0028 720-44000 2.000 EACH| 255.00000 510.00| 250.00000 500.00| 400.00000 800.00 CASTING, ADJUST TO GRADE | | | 0029 801-06203 1600.000 LFT | 0.12000 192.00| 0.15000 240.00| 0.65000 1040.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0030 801-06207 5300.000 LFT | 1.10000 5830.00| 0.85000 4505.00| 1.00000 5300.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06640 46.000 EACH| 60.00000 2760.00| 62.00000 2852.00| 60.00000 2760.00 CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 30000.00000 30000.00| 16000.00000 16000.00| 20225.00000 20225.00 MAINTAINING TRAFFIC | | | 0033 802-76025 7.500 SFT | 23.50000 176.25| 11.00000 82.50| 10.04000 75.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0034 802-91122 2.000 EACH| 115.00000 230.00| 120.00000 240.00| 115.00000 230.00 SIGN, GROUND MOUNTED, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 325 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 754,971.94 ROUTE : 119 CALL ORDER : 325 CONTRACT ID : RS-25946-A COUNTIES : ELKHART LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 805-06592 297.000 LFT | 8.30000 2465.10| 8.50000 2524.50| 8.30000 2465.10 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0036 805-78470 460.000 LFT | 0.15000 69.00| 0.15000 69.00| 0.15000 69.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0037 805-78510 615.000 LFT | 1.15000 707.25| 1.15000 707.25| 1.15000 707.25 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0038 805-78795 145.000 LFT | 9.25000 1341.25| 10.00000 1450.00| 9.25000 1341.25 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0039 805-78800 1.000 EACH| 850.00000 850.00| 900.00000 900.00| 850.00000 850.00 SIGNAL DETECTOR HOUSING INSTALL | | | 0040 805-92951 3.000 EACH| 200.00000 600.00| 210.00000 630.00| 200.00000 600.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0041 808-06701 105.000 LFT | 0.26000 27.30| 0.26000 27.30| 0.26000 27.30 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0042 808-06703 1461.000 LFT | 0.26000 379.86| 0.26000 379.86| 0.26000 379.86 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0043 808-06713 105940.000 LFT | 0.05000 5297.00| 0.05000 5297.00| 0.04600 4873.24 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0044 808-75240 8590.000 LFT | 0.26000 2233.40| 0.26000 2233.40| 0.26000 2233.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0045 808-75245 23727.000 LFT | 0.26000 6169.02| 0.26000 6169.02| 0.26000 6169.02 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0046 808-75278 175.000 LFT | 1.75000 306.25| 1.75000 306.25| 1.75000 306.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0047 808-75297 275.000 LFT | 3.25000 893.75| 3.25000 893.75| 3.25000 893.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0048 808-75300 732.000 LFT | 1.00000 732.00| 1.00000 732.00| 1.00000 732.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0049 808-75320 8.000 EACH| 65.00000 520.00| 65.00000 520.00| 65.00000 520.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0050 808-75325 8.000 EACH| 85.00000 680.00| 85.00000 680.00| 85.00000 680.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0051 808-75996 1090.000 EACH| 5.50000 5995.00| 2.25000 2452.50| 2.15000 2343.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 325 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 754,971.94 ROUTE : 119 CALL ORDER : 325 CONTRACT ID : RS-25946-A COUNTIES : ELKHART LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-75998 1090.000 EACH| 19.50000 21255.00| 20.00000 21800.00| 19.75000 21527.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 808-92027 800.000 LFT | 1.50000 1200.00| 1.50000 1200.00| 1.50000 1200.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0054 615-06520 4.000 EACH| 151.00000 604.00| 275.00000 1100.00| 500.00000 2000.00 MONUMENT, RE-ESTABLISH | | | SECTION TOTALS | $ 661,533.00| $ 665,836.83| $ 687,143.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 661,533.00| $ 665,836.83| $ 687,143.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,734,150.53 ROUTE : 40 CALL ORDER : 331 CONTRACT ID : RS-25953-B COUNTIES : VIGO LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/20/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4484003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,751,167.74 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 7.000 MOS | 1475.25000 10326.75| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 5034.12000 5034.12| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 84136.28000 84136.28| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 2.000 EACH| 263.97000 527.94| | HEADWALL, REMOVE | | | 0005 202-02279 100.000 LFT | 34.19000 3419.00| | CURB AND GUTTER, REMOVE | | | 0006 202-60820 185130.000 SYS | 1.25000 231412.50| | SURFACE MILLING, ASPHALT | | | 0007 202-96133 133.000 LFT | 30.01000 3991.33| | PIPE, REMOVE | | | 0008 303-52308 50.000 TON | 36.91000 1845.50| | COMPACTED AGGREGATE, O, 53 | | | 0009 305-05204 2000.000 TON | 109.45000 218900.00| | HMA FOR PATCHING | | | 0010 401-05456 19600.000 TON | 46.78000 916888.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0011 402-05495 300.000 TON | 59.69000 17907.00| | HMA WEDGE AND LEVEL | | | 0012 406-05520 50.000 TON | 226.20000 11310.00| | ASPHALT FOR TACK COAT | | | 0013 605-06140 100.000 LFT | 53.15000 5315.00| | CURB AND GUTTER, CONCRETE | | | 0014 608-04395 10.000 TON | 76.63000 766.30| | AGGREGATE FOR SHOULDER DRAINS | | | 0015 610-05527 1000.000 TON | 137.75000 137750.00| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,734,150.53 ROUTE : 40 CALL ORDER : 331 CONTRACT ID : RS-25953-B COUNTIES : VIGO LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 621-06575 50.000 SYS | 52.50000 2625.00| | SODDING, NURSERY | | | 0017 715-05361 149.000 LFT | 76.40000 11383.60| | PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0018 715-46045 8.000 EACH| 309.02000 2472.16| | PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0019 720-01894 1.000 EACH| 1307.46000 1307.46| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0020 720-44080 1.000 EACH| 1690.71000 1690.71| | CASTING, 15, FURNISH AND ADJUST TO GRADE| | | 0021 801-06203 8200.000 LFT | 0.68000 5576.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 8200.000 LFT | 0.95000 7790.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 36.000 EACH| 104.50000 3762.00| | CONSTRUCTION SIGN, A | | | 0024 801-06710 60.000 DAY | 22.00000 1320.00| | FLASHING ARROW SIGN | | | 0025 801-06775 LUMP| 15688.89000 15688.89| | MAINTAINING TRAFFIC | | | 0026 805-78470 4400.000 LFT | 0.42000 1848.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0027 805-78785 4.000 EACH| 550.00000 2200.00| | SIGNAL DETECTOR HOUSING | | | 0028 805-78795 1540.000 LFT | 6.60000 10164.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0029 808-06701 13360.000 LFT | 0.25000 3340.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0030 808-06703 1520.000 LFT | 0.25000 380.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0031 808-75245 65675.000 LFT | 0.26000 17075.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0032 808-75297 345.000 LFT | 3.08000 1062.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0033 808-75300 435.000 LFT | 1.10000 478.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,734,150.53 ROUTE : 40 CALL ORDER : 331 CONTRACT ID : RS-25953-B COUNTIES : VIGO LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75320 18.000 EACH| 60.50000 1089.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-75325 6.000 EACH| 74.80000 448.80| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0036 808-75996 1510.000 EACH| 6.58000 9935.80| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,751,167.74| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,751,167.74| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 335 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,473,235.82 ROUTE : 18 CALL ORDER : 335 CONTRACT ID : RS-25957-A COUNTIES : WHITE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 460400S SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,314,867.35 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,476,679.60 112.3063% ==================================================================================================================================== |(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 ASPHALT RESURFACE | | | 0001 105-06790 8.000 MOS | 1207.93000 9663.44| 1450.00000 11600.00| FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 20170.43000 20170.43| 73700.00000 73700.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 7630.000 SYS | 1.51000 11521.30| 2.00000 15260.00| SURFACE MILLING, ASPHALT | | | 0004 303-52308 10125.000 TON | 10.65000 107831.25| 9.00000 91125.00| COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 2000.000 TON | 53.96000 107920.00| 110.00000 220000.00| HMA FOR PATCHING | | | 0006 401-05455 12608.000 TON | 27.84000 351006.72| 28.00000 353024.00| QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE --VOLUMETRIC | | | 0007 401-05456 9457.000 TON | 30.56000 289005.92| 31.00000 293167.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0008 402-05487 552.000 TON | 31.77000 17537.04| 32.00000 17664.00| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0009 402-05490 414.000 TON | 43.31000 17930.34| 36.00000 14904.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0010 402-05495 5923.000 TON | 28.36000 167976.28| 30.00000 177690.00| HMA WEDGE AND LEVEL | | | 0011 406-05520 56.000 TON | 159.54000 8934.24| 205.00000 11480.00| ASPHALT FOR TACK COAT | | | 0012 503-03489 64.000 EACH| 4.99000 319.36| 10.00000 640.00| RETROFITTED TIE BARS | | | 0013 503-05240 100.000 LFT | 5.13000 513.00| 14.00000 1400.00| D-1 CONTRACTION JOINT | | | 0014 506-06333 320.000 SYS | 95.41000 30531.20| 135.00000 43200.00| PCCP PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 335 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,473,235.82 ROUTE : 18 CALL ORDER : 335 CONTRACT ID : RS-25957-A COUNTIES : WHITE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 608-04395 5.000 TON | 339.55000 1697.75| 160.00000 800.00| AGGREGATE FOR SHOULDER DRAINS | | | 0016 610-05527 736.000 TON | 73.04000 53757.44| 55.00000 40480.00| HMA FOR APPROACHES | | | 0017 615-06505 5.000 EACH| 427.91000 2139.55| 500.00000 2500.00| MONUMENT, B | | | 0018 615-06515 1.000 EACH| 427.91000 427.91| 200.00000 200.00| MONUMENT, D | | | 0019 801-06203 9850.000 LFT | 0.69000 6796.50| 0.25000 2462.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0020 801-06207 7050.000 LFT | 0.93000 6556.50| 1.25000 8812.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 26.000 EACH| 129.00000 3354.00| 72.00000 1872.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 58433.01000 58433.01| 60000.00000 60000.00| MAINTAINING TRAFFIC | | | 0023 808-06712 10495.000 LFT | 0.06000 629.70| 0.05000 524.75| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0024 808-06713 85210.000 LFT | 0.06000 5112.60| 0.05000 4260.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0025 808-06714 5427.000 LFT | 0.06000 325.62| 0.05000 271.35| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0026 808-75297 45.000 LFT | 10.00000 450.00| 6.00000 270.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0027 808-75996 392.000 EACH| 5.00000 1960.00| 3.50000 1372.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 305-98794 875.000 TON | 36.99000 32366.25| 32.00000 28000.00| COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | SECTION TOTALS | $ 1,314,867.35| $ 1,476,679.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,314,867.35| $ 1,476,679.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 337 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 697,560.41 ROUTE : 267 CALL ORDER : 337 CONTRACT ID : RS-25958-A COUNTIES : HENDRICKS MORGAN LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1292006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 549,613.38 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 553,956.00 100.7901% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 567,972.50 103.3403% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 572,086.00 104.0888% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1151771 |(3) 35-1917625 |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1391.70000 8350.20| 2470.00000 14820.00| 1900.00000 11400.00 FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 4900.00000 4900.00| 16934.13000 16934.13| 27500.00000 27500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 9871.000 SYS | 2.04000 20136.84| 1.50000 14806.50| 1.45000 14312.95 SURFACE MILLING, ASPHALT | | | 0004 303-52308 1200.000 TON | 16.04000 19248.00| 14.00000 16800.00| 11.50000 13800.00 COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 1200.000 TON | 67.30000 80760.00| 55.60000 66720.00| 52.00000 62400.00 HMA FOR PATCHING | | | 0006 401-05456 5730.000 TON | 38.10000 218313.00| 45.25000 259282.50| 45.65000 261574.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 401-05464 442.000 TON | 38.20000 16884.40| 45.25000 20000.50| 48.00000 21216.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0008 402-05495 1700.000 TON | 41.28000 70176.00| 29.00000 49300.00| 31.00000 52700.00 HMA WEDGE AND LEVEL | | | 0009 406-05520 26.000 TON | 145.04000 3771.04| 150.00000 3900.00| 180.00000 4680.00 ASPHALT FOR TACK COAT | | | 0010 608-04395 10.000 TON | 36.04000 360.40| 91.00000 910.00| 150.00000 1500.00 AGGREGATE FOR SHOULDER DRAINS | | | 0011 610-05527 912.000 TON | 80.50000 73416.00| 52.60000 47971.20| 67.00000 61104.00 HMA FOR APPROACHES | | | 0012 615-06505 2.000 EACH| 574.36000 1148.72| 350.00000 700.00| 400.00000 800.00 MONUMENT, B | | | 0013 715-02840 75.000 LFT | 166.30000 12472.50| 181.60000 13620.00| 180.00000 13500.00 PIPE, POLYETHYLENE LINER, 30 IN. | | | 0014 720-44000 8.000 EACH| 412.75000 3302.00| 250.00000 2000.00| 280.00000 2240.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 337 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 697,560.41 ROUTE : 267 CALL ORDER : 337 CONTRACT ID : RS-25958-A COUNTIES : HENDRICKS MORGAN LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1151771 |(3) 35-1917625 |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06203 921.000 LFT | 0.70000 644.70| 0.24000 221.04| 0.60000 552.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 2194.000 LFT | 1.24000 2720.56| 0.76000 1667.44| 1.50000 3291.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 51.000 EACH| 74.84000 3816.84| 73.90000 3768.90| 72.00000 3672.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 730.42000 730.42| 12000.00000 12000.00| 1300.81000 1300.81 MAINTAINING TRAFFIC | | | 0019 808-06712 2838.000 LFT | 0.07000 198.66| 0.07000 198.66| 0.07000 198.66 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0020 808-06713 37872.000 LFT | 0.06000 2272.32| 0.06000 2272.32| 0.07000 2651.04 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 33832.000 LFT | 0.06000 2029.92| 0.06000 2029.92| 0.07000 2368.24 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75297 202.000 LFT | 3.21000 648.42| 3.17000 640.34| 5.50000 1111.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0023 808-75300 359.000 LFT | 0.48000 172.32| 0.48000 172.32| 2.30000 825.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0024 808-75320 2.000 EACH| 53.46000 106.92| 52.79000 105.58| 110.00000 220.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 1.000 EACH| 66.28000 66.28| 65.45000 65.45| 150.00000 150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0026 808-75996 484.000 EACH| 6.13000 2966.92| 6.30000 3049.20| 6.00000 2904.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 549,613.38| $ 553,956.00| $ 567,972.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 549,613.38| $ 553,956.00| $ 567,972.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 337 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 697,560.41 ROUTE : 267 CALL ORDER : 337 CONTRACT ID : RS-25958-A COUNTIES : HENDRICKS MORGAN LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 24800.00000 24800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 9871.000 SYS | 1.50000 14806.50| | SURFACE MILLING, ASPHALT | | | 0004 303-52308 1200.000 TON | 17.00000 20400.00| | COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 1200.000 TON | 53.00000 63600.00| | HMA FOR PATCHING | | | 0006 401-05456 5730.000 TON | 42.00000 240660.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 401-05464 442.000 TON | 42.00000 18564.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0008 402-05495 1700.000 TON | 30.50000 51850.00| | HMA WEDGE AND LEVEL | | | 0009 406-05520 26.000 TON | 175.00000 4550.00| | ASPHALT FOR TACK COAT | | | 0010 608-04395 10.000 TON | 128.00000 1280.00| | AGGREGATE FOR SHOULDER DRAINS | | | 0011 610-05527 912.000 TON | 65.00000 59280.00| | HMA FOR APPROACHES | | | 0012 615-06505 2.000 EACH| 750.00000 1500.00| | MONUMENT, B | | | 0013 715-02840 75.000 LFT | 250.00000 18750.00| | PIPE, POLYETHYLENE LINER, 30 IN. | | | 0014 720-44000 8.000 EACH| 525.00000 4200.00| | CASTING, ADJUST TO GRADE | | | 0015 801-06203 921.000 LFT | 1.20000 1105.20| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 2194.000 LFT | 1.10000 2413.40| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 51.000 EACH| 76.00000 3876.00| | CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 17320.70000 17320.70| | MAINTAINING TRAFFIC | | | 0019 808-06712 2838.000 LFT | 0.10000 283.80| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/01 PAGE : 337 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 697,560.41 ROUTE : 267 CALL ORDER : 337 CONTRACT ID : RS-25958-A COUNTIES : HENDRICKS MORGAN LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-06713 37872.000 LFT | 0.10000 3787.20| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 33832.000 LFT | 0.10000 3383.20| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75297 202.000 LFT | 3.25000 656.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0023 808-75300 359.000 LFT | 0.50000 179.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0024 808-75320 2.000 EACH| 55.00000 110.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 1.000 EACH| 68.00000 68.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0026 808-75996 484.000 EACH| 5.50000 2662.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 572,086.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 572,086.00| | ====================================================================================================================================