INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 668,547.32 ROUTE : 28 CALL ORDER : 320 CONTRACT ID : RS-25789-A COUNTIES : MADISON LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1069008 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 498,225.12 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 580,408.25 116.4951% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 632,000.00 126.8502% ==================================================================================================================================== |(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 4.000 MOS | 2140.00000 8560.00| 1300.00000 5200.00| 2200.00000 8800.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 3100.00000 3100.00| 7500.00000 7500.00| 7350.00000 7350.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 25900.00000 25900.00| 32000.00000 32000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 11500.00000 11500.00| 15800.00000 15800.00| 8000.00000 8000.00 PRESENT STRUCTURE, REMOVE | | | 0005 202-60820 95208.000 SYS | 0.36000 34274.88| 0.60000 57124.80| 0.60000 57124.80 SURFACE MILLING, ASPHALT | | | 0006 203-02000 12.500 CYS | 43.45000 543.13| 260.00000 3250.00| 35.00000 437.50 EXCAVATION, COMMON | | | 0007 203-02070 557.000 CYS | 10.80000 6015.60| 29.00000 16153.00| 18.00000 10026.00 BORROW | | | 0008 203-51223 13.400 CYS | 40.50000 542.70| 107.00000 1433.80| 52.00000 696.80 EXCAVATION, WATERWAY | | | 0009 303-52308 106.800 TON | 23.20000 2477.76| 47.50000 5073.00| 27.00000 2883.60 COMPACTED AGGREGATE, O, 53 | | | 0010 303-60012 125.900 TON | 21.80000 2744.62| 73.00000 9190.70| 35.00000 4406.50 AGGREGATE, 2 | | | 0011 303-94433 19.200 CYS | 46.80000 898.56| 198.00000 3801.60| 65.00000 1248.00 AGGREGATE, 12 | | | 0012 305-05204 100.000 TON | 135.00000 13500.00| 130.00000 13000.00| 100.00000 10000.00 HMA FOR PATCHING | | | 0013 305-06083 161.900 TON | 87.00000 14085.30| 52.50000 8499.75| 56.00000 9066.40 HMA PATCHING FOR RIGID PAVEMENT OR BASE | | | 0014 401-05456 7035.700 TON | 31.00000 218106.70| 29.00000 204035.30| 42.00000 295499.40 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 668,547.32 ROUTE : 28 CALL ORDER : 320 CONTRACT ID : RS-25789-A COUNTIES : MADISON LETTING DATE : 01/15/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05520 23.700 TON | 156.00000 3697.20| 199.00000 4716.30| 200.00000 4740.00 ASPHALT FOR TACK COAT | | | 0016 601-06854 1.000 EACH| 1750.00000 1750.00| 1880.00000 1880.00| 1837.50000 1837.50 GUARDRAIL, W-BEAM, NESTED | | | 0017 601-94689 2.000 EACH| 2150.00000 4300.00| 2300.00000 4600.00| 2257.50000 4515.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 337.500 LFT | 10.20000 3442.50| 10.90000 3678.75| 10.70000 3611.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 616-02305 58.100 CYS | 166.00000 9644.60| 395.00000 22949.50| 240.00000 13944.00 GABIONS | | | 0020 616-02320 1011.800 SYS | 1.90000 1922.42| 1.90000 1922.42| 2.40000 2428.32 GEOTEXTILES | | | 0021 616-06405 34.200 TON | 27.20000 930.24| 117.00000 4001.40| 40.00000 1368.00 RIPRAP, REVETMENT | | | 0022 616-06451 160.400 TON | 25.75000 4130.30| 53.00000 8501.20| 40.00000 6416.00 RIPRAP, UNIFORM | | | 0023 616-06451 2.000 TON | 109.00000 218.00| 394.00000 788.00| 200.00000 400.00 RIPRAP, UNIFORM , HAND LAID | | | 0024 621-01004 1.000 EACH| 275.00000 275.00| 294.00000 294.00| 280.00000 280.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 790.000 SYS | 0.90000 711.00| 1.00000 790.00| 0.95000 750.50 MULCHED SEEDING, R | | | 0026 621-06570 97.900 CYS | 83.60000 8184.44| 11.00000 1076.90| 35.00000 3426.50 TOP SOIL | | | 0027 621-06574 201.500 SYS | 10.88000 2192.32| 11.75000 2367.63| 11.50000 2317.25 SODDING | | | 0028 714-26726 92.000 LFT | 828.00000 76176.00| 1020.00000 93840.00| 1000.00000 92000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 8 FT. | | | 0029 714-26726 6.910 LFT | 2285.00000 15789.35| 3350.00000 23148.50| 1400.00000 9674.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 8 FT. , MODIFIED | | | 0030 801-04308 6.000 EACH| 120.00000 720.00| 129.00000 774.00| 126.00000 756.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0031 801-06207 5212.000 LFT | 1.00000 5212.00| 0.43000 2241.16| 1.00000 5212.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06605 8.000 EACH| 80.00000 640.00| 86.00000 688.00| 84.00000 672.00 BARRICADE, IIIA | | | 0033 801-06606 4.000 EACH| 80.00000 320.00| 85.56000 342.24| 84.00000 336.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 668,547.32 ROUTE : 28 CALL ORDER : 320 CONTRACT ID : RS-25789-A COUNTIES : MADISON LETTING DATE : 01/15/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06625 32.000 EACH| 60.00000 1920.00| 64.17000 2053.44| 63.00000 2016.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0035 801-06640 46.000 EACH| 50.00000 2300.00| 53.50000 2461.00| 53.00000 2438.00 CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP| 2770.00000 2770.00| 11400.00000 11400.00| 15461.68000 15461.68 MAINTAINING TRAFFIC | | | 0037 804-06725 8.000 EACH| 17.00000 136.00| 18.18000 145.44| 17.85000 142.80 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0038 805-02328 1400.000 LFT | 0.50000 700.00| 0.53000 742.00| 0.53000 742.00 SIGNAL CABLE, 1C 14GA. | | | 0039 805-78795 350.000 LFT | 8.50000 2975.00| 9.09000 3181.50| 8.93000 3125.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0040 808-06712 8262.000 LFT | 0.05000 413.10| 0.05000 413.10| 0.05000 413.10 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0041 808-06713 76576.000 LFT | 0.05000 3828.80| 0.05000 3828.80| 0.05000 3828.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0042 808-06714 19072.000 LFT | 0.05000 953.60| 0.05000 953.60| 0.05000 953.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0043 808-06723 3.000 EACH| 36.00000 108.00| 38.50000 115.50| 37.80000 113.40 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0044 808-06726 24.000 LFT | 4.00000 96.00| 4.28000 102.72| 4.20000 100.80 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0045 808-75140 1.000 EACH| 300.00000 300.00| 320.86000 320.86| 315.00000 315.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0046 808-75325 1.000 EACH| 120.00000 120.00| 128.34000 128.34| 126.00000 126.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 498,225.12| $ 580,408.25| $ 632,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 498,225.12| $ 580,408.25| $ 632,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,058,212.30 ROUTE : SR 332 CALL ORDER : 380 CONTRACT ID : RS-25891-A COUNTIES : DELAWARE LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4218005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 606,446.86 100.0000% 2 35-1139301 E & B PAVING, INC. $ 698,019.49 115.0998% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 724,850.00 119.5240% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 756,376.66 124.7226% 5 31-1028693 SPARTAN CONSTRUCTION, INC. $ 1,000,000.69 164.8950% ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 |(3) 35-0918397 |TSCHUOR, GALE COMPANY, 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 PAVEMENT REPAIR | | | 0001 105-01925 6.000 MOS | 1509.34000 9056.04| 1624.98000 9749.88| 1900.00000 11400.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 7187.87000 7187.87| 10103.18000 10103.18| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 34900.97000 34900.97| 36001.36000 36001.36 MOBILIZATION AND DEMOBILIZATION | | | 0004 305-93341 61628.000 LFT | 0.99000 61011.72| 1.51000 93058.28| 1.18000 72721.04 SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0005 305-93342 96992.000 LFT | 0.99000 96022.08| 1.21000 117360.32| 1.18000 114450.56 SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0006 501-04966 335.000 EACH| 10.06000 3370.10| 20.15000 6750.25| 85.00000 28475.00 DOWEL BAR | | | 0007 506-06333 2893.000 SYS | 96.93000 280418.49| 87.68000 253658.24| 80.00000 231440.00 PCCP PATCHING, FULL DEPTH 8" | | | 0008 506-06334 688.000 SYS | 64.94000 44678.72| 141.53000 97372.64| 180.00000 123840.00 PCCP PATCHING, PARTIAL DEPTH | | | 0009 801-06640 25.000 EACH| 70.79000 1769.75| 80.00000 2000.00| 84.00000 2100.00 CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 26548.90000 26548.90| 45598.66000 45598.66| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0011 808-06711 10192.000 LFT | 0.05000 509.60| 0.05300 540.18| 0.06000 611.52 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0012 808-06713 40771.000 LFT | 0.05000 2038.55| 0.05300 2160.86| 0.06000 2446.26 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0013 808-06714 40771.000 LFT | 0.05000 2038.55| 0.05300 2160.86| 0.06000 2446.26 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,058,212.30 ROUTE : SR 332 CALL ORDER : 380 CONTRACT ID : RS-25891-A COUNTIES : DELAWARE LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1139301 |(3) 35-0918397 |TSCHUOR, GALE COMPANY, 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 3.000 EACH| 43.56000 130.68| 47.50000 142.50| 21.00000 63.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0015 808-06726 120.000 LFT | 1.91000 229.20| 5.40000 648.00| 2.10000 252.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0016 808-75325 3.000 EACH| 70.79000 212.37| 75.25000 225.75| 42.00000 126.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0017 808-75996 1035.000 EACH| 13.72000 14200.20| 4.00000 4140.00| 15.00000 15525.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 1035.000 EACH| 19.88000 20575.80| 13.20000 13662.00| 24.00000 24840.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0019 503-03489 164.000 EACH| 11.81000 1936.84| 9.28000 1521.92| 8.00000 1312.00 RETROFITTED TIE BARS | | | 0020 501-05240 300.000 LFT | 12.86000 3858.00| 4.55000 1365.00| 12.00000 3600.00 CONTRACTION JOINT, D1 | | | 0021 801-06710 60.000 DAY | 10.89000 653.40| 15.00000 900.00| 20.00000 1200.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 606,446.86| $ 698,019.49| $ 724,850.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 606,446.86| $ 698,019.49| $ 724,850.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 380 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,058,212.30 ROUTE : SR 332 CALL ORDER : 380 CONTRACT ID : RS-25891-A COUNTIES : DELAWARE LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 31-1028693 | |HUNT PAVING COMPANY, INC. |SPARTAN CONSTRUCTION, 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 | 1651.61000 9909.66| 2053.74000 12322.44| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 4349.10000 4349.10| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 37406.18000 37406.18| 60558.00000 60558.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 305-93341 61628.000 LFT | 1.25000 77035.00| 1.68000 103535.04| SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0005 305-93342 96992.000 LFT | 1.25000 121240.00| 1.68000 162946.56| SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0006 501-04966 335.000 EACH| 85.00000 28475.00| 61.50000 20602.50| DOWEL BAR | | | 0007 506-06333 2893.000 SYS | 93.00000 269049.00| 128.45000 371605.85| PCCP PATCHING, FULL DEPTH 8" | | | 0008 506-06334 688.000 SYS | 135.00000 92880.00| 200.00000 137600.00| PCCP PATCHING, PARTIAL DEPTH | | | 0009 801-06640 25.000 EACH| 95.00000 2375.00| 107.29000 2682.25| CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 58500.00000 58500.00| 62129.95000 62129.95| MAINTAINING TRAFFIC | | | 0011 808-06711 10192.000 LFT | 0.05000 509.60| 0.06000 611.52| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0012 808-06713 40771.000 LFT | 0.05000 2038.55| 0.06000 2446.26| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0013 808-06714 40771.000 LFT | 0.05000 2038.55| 0.06000 2446.26| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0014 808-06723 3.000 EACH| 65.28000 195.84| 74.56000 223.68| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0015 808-06726 120.000 LFT | 4.35000 522.00| 4.97000 596.40| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0016 808-75325 3.000 EACH| 108.81000 326.43| 124.36000 373.08| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0017 808-75996 1035.000 EACH| 15.23000 15763.05| 17.40000 18009.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 1035.000 EACH| 24.48000 25336.80| 27.96000 28938.60| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 380 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,058,212.30 ROUTE : SR 332 CALL ORDER : 380 CONTRACT ID : RS-25891-A COUNTIES : DELAWARE LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 31-1028693 | |HUNT PAVING COMPANY, INC. |SPARTAN CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 503-03489 164.000 EACH| 9.00000 1476.00| 7.10000 1164.40| RETROFITTED TIE BARS | | | 0020 501-05240 300.000 LFT | 5.00000 1500.00| 9.35000 2805.00| CONTRACTION JOINT, D1 | | | 0021 801-06710 60.000 DAY | 30.00000 1800.00| 67.58000 4054.80| FLASHING ARROW SIGN | | | SECTION TOTALS | $ 756,376.66| $ 1,000,000.69| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 756,376.66| $ 1,000,000.69| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,621,193.87 ROUTE : 24 CALL ORDER : 400 CONTRACT ID : RS-25943-A COUNTIES : MIAMI LETTING DATE : 01/15/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/02/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1448009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,647,789.00 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE (NON-3R/4R STANDARDS) | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| | FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 129000.00000 129000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 12000.000 SYS | 2.75000 33000.00| | SURFACE MILLING, ASPHALT | | | 0004 303-04095 2220.000 TON | 17.00000 37740.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 305-05204 250.000 TON | 110.00000 27500.00| | HMA FOR PATCHING | | | 0007 401-05456 27000.000 TON | 42.00000 1134000.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0008 401-05464 16000.000 TON | 39.00000 624000.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0009 401-05467 220000.000 LFT | 0.20000 44000.00| | MILLED HMA CORRUGATIONS | | | 0010 406-05520 140.000 TON | 165.00000 23100.00| | ASPHALT FOR TACK COAT | | | 0011 610-05527 700.000 TON | 80.00000 56000.00| | HMA FOR APPROACHES | | | 0012 720-44000 4.000 EACH| 500.00000 2000.00| | CASTING, ADJUST TO GRADE | | | 0013 801-06207 28000.000 LFT | 0.30000 8400.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 26.000 EACH| 85.00000 2210.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 310000.00000 310000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,621,193.87 ROUTE : 24 CALL ORDER : 400 CONTRACT ID : RS-25943-A COUNTIES : MIAMI LETTING DATE : 01/15/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-03002 28000.000 LFT | 0.45000 12600.00| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0017 808-03631 110000.000 LFT | 0.35000 38500.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0018 808-03632 110000.000 LFT | 0.35000 38500.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0019 808-75256 200.000 LFT | 1.50000 300.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0020 808-75297 200.000 LFT | 3.50000 700.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75320 74.000 EACH| 65.00000 4810.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75325 20.000 EACH| 80.00000 1600.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0023 808-75996 1373.000 EACH| 4.00000 5492.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0024 808-75998 1373.000 EACH| 19.00000 26087.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0025 808-97323 600.000 LFT | 5.00000 3000.00| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0026 805-06974 LUMP| 74000.00000 74000.00| | WIM STATION, 4 LANE PIEZO | | | 0027 808-06716 600.000 LFT | 3.75000 2250.00| | LINE, REMOVE | | | SECTION TOTALS | $ 2,647,789.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,647,789.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,769.75 ROUTE : 101 CALL ORDER : 440 CONTRACT ID : RS-25947-A COUNTIES : ALLEN LETTING DATE : 01/15/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/14/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 550200Q SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 997,799.18 100.0000% 2 35-1145884 L I C A CONSTRUCTION $ 1,096,111.24 109.8528% 3 35-1139301 E & B PAVING, INC. $ 1,197,551.90 120.0193% 4 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 1,297,836.76 130.0699% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 |(3) 35-1139301 |BROOKS CONSTRUCTION |L I C A CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE (NON-3R/44R STANDARDS) | | | 0001 105-01925 4.000 MOS | 1260.00000 5040.00| 1200.00000 4800.00| 1233.00000 4932.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 49800.00000 49800.00| 50000.00000 50000.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 34.290 m | 5.00000 171.45| 5.00000 171.45| 5.00000 171.45 GUARDRAIL, REMOVE | | | 0004 202-60820 1094.000 m2 | 4.19000 4583.86| 4.90000 5360.60| 2.64000 2888.16 SURFACE MILLING, ASPHALT | | | 0005 202-93741 8.000 EACH| 150.00000 1200.00| 150.00000 1200.00| 150.00000 1200.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 303-04095 2075.000 Mg | 14.33000 29734.75| 12.00000 24900.00| 12.27000 25460.25 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0007 305-05204 750.000 Mg | 52.91000 39682.50| 67.50000 50625.00| 50.00000 37500.00 HMA FOR PATCHING | | | 0008 305-05206 9903.200 Mg | 21.72000 215097.50| 28.50000 282241.20| 31.53000 312247.90 WIDENING WITH HMA | | | 0009 401-05455 10131.000 Mg | 24.25000 245676.75| 26.50000 268471.50| 27.80000 281641.80 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0010 401-05456 7515.000 Mg | 27.94000 209969.10| 35.00000 263025.00| 35.35000 265655.25 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 401-06264 LUMP| 5000.00000 5000.00| 3100.00000 3100.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0012 402-05495 500.000 Mg | 28.66000 14330.00| 34.00000 17000.00| 40.00000 20000.00 HMA WEDGE AND LEVEL | | | 0013 406-05520 43.000 Mg | 148.81000 6398.83| 172.00000 7396.00| 160.00000 6880.00 ASPHALT FOR TACK COAT | | | 0014 601-94689 12.000 EACH| 2150.00000 25800.00| 2500.00000 30000.00| 2150.00000 25800.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,769.75 ROUTE : 101 CALL ORDER : 440 CONTRACT ID : RS-25947-A COUNTIES : ALLEN LETTING DATE : 01/15/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 |(3) 35-1139301 |BROOKS CONSTRUCTION |L I C A CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-97774 3.000 EACH| 750.00000 2250.00| 3.00000 9.00| 750.00000 2250.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0016 610-05527 824.000 Mg | 46.30000 38151.20| 45.50000 37492.00| 100.00000 82400.00 HMA FOR APPROACHES | | | 0017 611-95023 1.000 EACH| 85.00000 85.00| 200.00000 200.00| 100.00000 100.00 MAILBOX ASSEMBLY, RESET | | | 0018 615-06520 4.000 EACH| 240.00000 960.00| 150.00000 600.00| 150.00000 600.00 MONUMENT, RE-ESTABLISH | | | 0019 801-06203 7440.000 m | 0.30000 2232.00| 0.63000 4687.20| 0.63000 4687.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0020 801-06207 945.000 m | 2.56000 2419.20| 2.25000 2126.25| 1.10000 1039.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0021 801-06640 26.000 EACH| 65.00000 1690.00| 106.00000 2756.00| 106.00000 2756.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 80950.00000 80950.00| 23000.00000 23000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0023 808-06712 1944.000 m | 0.16000 311.04| 0.16500 320.76| 0.17000 330.48 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0024 808-06713 18818.000 m | 0.16000 3010.88| 0.16500 3104.97| 0.17000 3199.06 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-06714 5437.000 m | 0.16000 869.92| 0.16500 897.11| 0.17000 924.29 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0026 808-75297 52.000 m | 16.00000 832.00| 16.00000 832.00| 16.00000 832.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0027 808-75300 20.000 m | 5.00000 100.00| 5.00000 100.00| 5.00000 100.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0028 808-75996 484.000 EACH| 2.50000 1210.00| 3.00000 1452.00| 3.54000 1713.36 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 528.000 EACH| 19.40000 10243.20| 19.40000 10243.20| 19.40000 10243.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | TYPE 2 | | | SECTION TOTALS | $ 997,799.18| $ 1,096,111.24| $ 1,197,551.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 997,799.18| $ 1,096,111.24| $ 1,197,551.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,769.75 ROUTE : 101 CALL ORDER : 440 CONTRACT ID : RS-25947-A COUNTIES : ALLEN LETTING DATE : 01/15/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE (NON-3R/44R STANDARDS) | | | 0001 105-01925 4.000 MOS | 1500.00000 6000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 86650.00000 86650.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 34.290 m | 5.00000 171.45| | GUARDRAIL, REMOVE | | | 0004 202-60820 1094.000 m2 | 4.00000 4376.00| | SURFACE MILLING, ASPHALT | | | 0005 202-93741 8.000 EACH| 150.00000 1200.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0006 303-04095 2075.000 Mg | 10.75000 22306.25| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0007 305-05204 750.000 Mg | 65.00000 48750.00| | HMA FOR PATCHING | | | 0008 305-05206 9903.200 Mg | 36.00000 356515.20| | WIDENING WITH HMA | | | 0009 401-05455 10131.000 Mg | 28.50000 288733.50| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0010 401-05456 7515.000 Mg | 40.50000 304357.50| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 401-06264 LUMP| 3000.00000 3000.00| | PROFILOGRAPH, HMA | | | 0012 402-05495 500.000 Mg | 40.00000 20000.00| | HMA WEDGE AND LEVEL | | | 0013 406-05520 43.000 Mg | 200.00000 8600.00| | ASPHALT FOR TACK COAT | | | 0014 601-94689 12.000 EACH| 2150.00000 25800.00| | GUARDRAIL END TREATMENT, OS | | | 0015 601-97774 3.000 EACH| 750.00000 2250.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0016 610-05527 824.000 Mg | 48.00000 39552.00| | HMA FOR APPROACHES | | | 0017 611-95023 1.000 EACH| 200.00000 200.00| | MAILBOX ASSEMBLY, RESET | | | 0018 615-06520 4.000 EACH| 300.00000 1200.00| | MONUMENT, RE-ESTABLISH | | | 0019 801-06203 7440.000 m | 0.63000 4687.20| | TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,769.75 ROUTE : 101 CALL ORDER : 440 CONTRACT ID : RS-25947-A COUNTIES : ALLEN LETTING DATE : 01/15/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06207 945.000 m | 3.00000 2835.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0021 801-06640 26.000 EACH| 65.00000 1690.00| | CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0023 808-06712 1944.000 m | 0.17000 330.48| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0024 808-06713 18818.000 m | 0.17000 3199.06| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-06714 5437.000 m | 0.16000 869.92| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0026 808-75297 52.000 m | 16.00000 832.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0027 808-75300 20.000 m | 5.00000 100.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0028 808-75996 484.000 EACH| 7.00000 3388.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 528.000 EACH| 19.40000 10243.20| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | TYPE 2 | | | SECTION TOTALS | $ 1,297,836.76| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,297,836.76| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 452 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,318.01 ROUTE : 1 CALL ORDER : 452 CONTRACT ID : RS-26009-A COUNTIES : WELLS LETTING DATE : 01/15/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/29/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2311004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 234,988.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 251,611.15 107.0740% 3 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 293,179.75 124.7637% 4 35-1145884 L I C A CONSTRUCTION $ 295,112.95 125.5863% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1016737 |E & B PAVING, INC. |BROOKS CONSTRUCTION |WAYNE ASPHALT & 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 | 800.00000 3200.00| 1260.00000 5040.00| 1500.00000 6000.00 FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 11700.00000 11700.00| 12500.00000 12500.00| 24660.00000 24660.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 41330.000 SYS | 0.50000 20665.00| 0.30000 12399.00| 0.75000 30997.50 SURFACE MILLING, ASPHALT | | | 0004 305-05204 200.000 TON | 35.00000 7000.00| 69.00000 13800.00| 60.00000 12000.00 HMA FOR PATCHING | | | 0005 305-60400 50.000 TON | 6.00000 300.00| 5.00000 250.00| 20.00000 1000.00 COMPACTED AGGREGATE FOR PATCHING | | | 0006 401-05456 3200.000 TON | 36.00000 115200.00| 31.70000 101440.00| 40.00000 128000.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 406-05520 30.000 TON | 10.00000 300.00| 15.00000 450.00| 165.00000 4950.00 ASPHALT FOR TACK COAT | | | 0008 605-94465 50.000 SYS | 100.00000 5000.00| 86.00000 4300.00| 77.00000 3850.00 CENTER CURB, CONCRETE | | | 0009 610-05527 270.000 TON | 40.00000 10800.00| 35.00000 9450.00| 50.00000 13500.00 HMA FOR APPROACHES | | | 0010 615-06520 1.000 EACH| 150.00000 150.00| 250.00000 250.00| 400.00000 400.00 MONUMENT, RE-ESTABLISH | | | 0011 720-44000 5.000 EACH| 240.00000 1200.00| 360.00000 1800.00| 250.00000 1250.00 CASTING, ADJUST TO GRADE | | | 0012 801-06203 6000.000 LFT | 0.01000 60.00| 0.12000 720.00| 0.19000 1140.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0013 801-06207 24000.000 LFT | 0.01000 240.00| 0.12000 2880.00| 0.45000 10800.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 452 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,318.01 ROUTE : 1 CALL ORDER : 452 CONTRACT ID : RS-26009-A COUNTIES : WELLS LETTING DATE : 01/15/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1016737 |E & B PAVING, INC. |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06640 12.000 EACH| 79.00000 948.00| 100.00000 1200.00| 79.00000 948.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 25740.75000 25740.75| 44600.00000 44600.00| 21200.00000 21200.00 MAINTAINING TRAFFIC | | | 0016 805-78470 10000.000 LFT | 0.15000 1500.00| 0.15000 1500.00| 0.15000 1500.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0017 805-78795 3000.000 LFT | 7.00000 21000.00| 7.00000 21000.00| 7.00000 21000.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0018 808-04298 8.000 EACH| 75.00000 600.00| 275.00000 2200.00| 75.00000 600.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0019 808-06701 2900.000 LFT | 0.30000 870.00| 0.27000 783.00| 0.30000 870.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0020 808-06703 11600.000 LFT | 0.01000 116.00| 0.27000 3132.00| 0.01000 116.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0021 808-75240 11825.000 LFT | 0.01000 118.25| 0.01000 118.25| 0.01000 118.25 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0022 808-75245 11600.000 LFT | 0.01000 116.00| 0.27000 3132.00| 0.01000 116.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0023 808-75278 560.000 LFT | 1.25000 700.00| 2.00000 1120.00| 1.25000 700.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0024 808-75297 200.000 LFT | 3.75000 750.00| 3.50000 700.00| 3.75000 750.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75300 120.000 LFT | 1.00000 120.00| 1.50000 180.00| 1.00000 120.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0026 808-75320 32.000 EACH| 61.00000 1952.00| 60.45000 1934.40| 61.00000 1952.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75325 32.000 EACH| 86.00000 2752.00| 85.00000 2720.00| 86.00000 2752.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0028 808-92027 350.000 LFT | 1.00000 350.00| 1.75000 612.50| 1.00000 350.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0029 808-95638 1400.000 SFT | 1.10000 1540.00| 1.00000 1400.00| 1.10000 1540.00 CENTER CURB PAINTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 452 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,318.01 ROUTE : 1 CALL ORDER : 452 CONTRACT ID : RS-26009-A COUNTIES : WELLS LETTING DATE : 01/15/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1016737 |E & B PAVING, INC. |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 234,988.00| $ 251,611.15| $ 293,179.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 234,988.00| $ 251,611.15| $ 293,179.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 452 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,318.01 ROUTE : 1 CALL ORDER : 452 CONTRACT ID : RS-26009-A COUNTIES : WELLS LETTING DATE : 01/15/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 1200.00000 4800.00| | FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 10500.00000 10500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 41330.000 SYS | 0.55000 22731.50| | SURFACE MILLING, ASPHALT | | | 0004 305-05204 200.000 TON | 83.40000 16680.00| | HMA FOR PATCHING | | | 0005 305-60400 50.000 TON | 8.20000 410.00| | COMPACTED AGGREGATE FOR PATCHING | | | 0006 401-05456 3200.000 TON | 39.50000 126400.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 406-05520 30.000 TON | 156.00000 4680.00| | ASPHALT FOR TACK COAT | | | 0008 605-94465 50.000 SYS | 154.00000 7700.00| | CENTER CURB, CONCRETE | | | 0009 610-05527 270.000 TON | 66.00000 17820.00| | HMA FOR APPROACHES | | | 0010 615-06520 1.000 EACH| 150.00000 150.00| | MONUMENT, RE-ESTABLISH | | | 0011 720-44000 5.000 EACH| 250.00000 1250.00| | CASTING, ADJUST TO GRADE | | | 0012 801-06203 6000.000 LFT | 0.19000 1140.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0013 801-06207 24000.000 LFT | 1.00000 24000.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 12.000 EACH| 79.00000 948.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 23500.00000 23500.00| | MAINTAINING TRAFFIC | | | 0016 805-78470 10000.000 LFT | 0.38000 3800.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0017 805-78795 3000.000 LFT | 6.20000 18600.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0018 808-04298 8.000 EACH| 75.00000 600.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0019 808-06701 2900.000 LFT | 0.30000 870.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 452 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,318.01 ROUTE : 1 CALL ORDER : 452 CONTRACT ID : RS-26009-A COUNTIES : WELLS LETTING DATE : 01/15/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-06703 11600.000 LFT | 0.01000 116.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0021 808-75240 11825.000 LFT | 0.01000 118.25| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0022 808-75245 11600.000 LFT | 0.01000 116.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0023 808-75278 560.000 LFT | 1.25000 700.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0024 808-75297 200.000 LFT | 3.75000 750.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75300 120.000 LFT | 1.00000 120.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0026 808-75320 32.000 EACH| 61.00000 1952.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75325 32.000 EACH| 86.60000 2771.20| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0028 808-92027 350.000 LFT | 1.00000 350.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0029 808-95638 1400.000 SFT | 1.10000 1540.00| | CENTER CURB PAINTING | | | SECTION TOTALS | $ 295,112.95| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 295,112.95| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 329,735.46 ROUTE : I-74 CALL ORDER : 460 CONTRACT ID : RS-26021-A COUNTIES : HENDRICKS MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0741129 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 171,654.30 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 202,042.30 117.7030% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 202,801.10 118.1450% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 208,439.20 121.4296% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 209,630.20 122.1234% ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-1151771 |E & B PAVING, INC. |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MILL SURFACE AND ASPHALT OVERLAY | | | 0001 105-06790 3.000 MOS | 1000.00000 3000.00| 1450.00000 4350.00| 2400.00000 7200.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 750.00000 750.00| 4500.00000 4500.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8000.00000 8000.00| 3000.00000 3000.00| 2300.00000 2300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 25556.000 SYS | 0.50000 12778.00| 1.05000 26833.80| 0.70000 17889.20 SURFACE MILLING, ASPHALT | | | 0005 305-05204 20.000 TON | 100.00000 2000.00| 250.00000 5000.00| 69.00000 1380.00 HMA FOR PATCHING | | | 0006 401-05457 2811.000 TON | 32.70000 91919.70| 36.00000 101196.00| 41.80000 117499.80 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0007 401-05467 100.000 LFT | 15.00000 1500.00| 20.00000 2000.00| 28.40000 2840.00 MILLED HMA CORRUGATIONS | | | 0008 402-05495 10.000 TON | 80.00000 800.00| 85.00000 850.00| 41.80000 418.00 HMA WEDGE AND LEVEL | | | 0009 406-05520 8.500 TON | 160.00000 1360.00| 165.00000 1402.50| 125.00000 1062.50 ASPHALT FOR TACK COAT | | | 0010 406-06466 38340.000 LFT | 0.75000 28755.00| 0.70000 26838.00| 0.80000 30672.00 POLYMERIC ASPHALT JOINT TAPE | | | 0011 715-05053 20.000 LFT | 20.00000 400.00| 42.00000 840.00| 26.50000 530.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0012 715-05203 100.000 LFT | 20.00000 2000.00| 12.00000 1200.00| 27.00000 2700.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0013 718-06526 4.200 TON | 250.00000 1050.00| 265.00000 1113.00| 30.00000 126.00 HMA FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 329,735.46 ROUTE : I-74 CALL ORDER : 460 CONTRACT ID : RS-26021-A COUNTIES : HENDRICKS MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-1151771 |E & B PAVING, INC. |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 718-52610 5.000 CYS | 130.00000 650.00| 105.00000 525.00| 25.00000 125.00 AGGREGATE FOR UNDERDRAINS | | | 0015 801-01093 8.000 EACH| 350.00000 2800.00| 370.00000 2960.00| 370.00000 2960.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0016 801-06203 1920.000 LFT | 0.18000 345.60| 0.35000 672.00| 0.23000 441.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 2220.000 LFT | 1.00000 2220.00| 1.10000 2442.00| 0.75000 1665.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 10.000 EACH| 50.00000 500.00| 52.00000 520.00| 52.80000 528.00 CONSTRUCTION SIGN, A | | | 0019 801-06645 2.000 EACH| 30.00000 60.00| 32.00000 64.00| 32.00000 64.00 CONSTRUCTION SIGN, B | | | 0020 801-06710 20.000 DAY | 13.00000 260.00| 14.00000 280.00| 14.00000 280.00 FLASHING ARROW SIGN | | | 0021 801-06775 LUMP| 2010.00000 2010.00| 6000.00000 6000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0022 808-06702 4800.000 LFT | 0.36000 1728.00| 0.38000 1824.00| 0.38000 1824.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0023 808-06703 19200.000 LFT | 0.29000 5568.00| 0.31000 5952.00| 0.31000 5952.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0024 808-75996 240.000 EACH| 5.00000 1200.00| 7.00000 1680.00| 5.60000 1344.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 171,654.30| $ 202,042.30| $ 202,801.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 171,654.30| $ 202,042.30| $ 202,801.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 329,735.46 ROUTE : I-74 CALL ORDER : 460 CONTRACT ID : RS-26021-A COUNTIES : HENDRICKS MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 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 MILL SURFACE AND ASPHALT OVERLAY | | | 0001 105-06790 3.000 MOS | 2400.00000 7200.00| 2200.00000 6600.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1600.00000 1600.00| 3500.00000 3500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10200.00000 10200.00| 10400.00000 10400.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 25556.000 SYS | 0.40000 10222.40| 0.45000 11500.20| SURFACE MILLING, ASPHALT | | | 0005 305-05204 20.000 TON | 160.00000 3200.00| 42.00000 840.00| HMA FOR PATCHING | | | 0006 401-05457 2811.000 TON | 42.80000 120310.80| 39.00000 109629.00| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0007 401-05467 100.000 LFT | 40.00000 4000.00| 25.00000 2500.00| MILLED HMA CORRUGATIONS | | | 0008 402-05495 10.000 TON | 70.00000 700.00| 64.00000 640.00| HMA WEDGE AND LEVEL | | | 0009 406-05520 8.500 TON | 180.00000 1530.00| 200.00000 1700.00| ASPHALT FOR TACK COAT | | | 0010 406-06466 38340.000 LFT | 0.70000 26838.00| 0.90000 34506.00| POLYMERIC ASPHALT JOINT TAPE | | | 0011 715-05053 20.000 LFT | 15.00000 300.00| 10.00000 200.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0012 715-05203 100.000 LFT | 13.00000 1300.00| 28.00000 2800.00| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0013 718-06526 4.200 TON | 200.00000 840.00| 150.00000 630.00| HMA FOR UNDERDRAINS | | | 0014 718-52610 5.000 CYS | 240.00000 1200.00| 115.00000 575.00| AGGREGATE FOR UNDERDRAINS | | | 0015 801-01093 8.000 EACH| 380.00000 3040.00| 375.00000 3000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0016 801-06203 1920.000 LFT | 0.40000 768.00| 0.75000 1440.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 2220.000 LFT | 1.50000 3330.00| 0.50000 1110.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 10.000 EACH| 60.00000 600.00| 50.00000 500.00| CONSTRUCTION SIGN, A | | | 0019 801-06645 2.000 EACH| 40.00000 80.00| 30.00000 60.00| CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 329,735.46 ROUTE : I-74 CALL ORDER : 460 CONTRACT ID : RS-26021-A COUNTIES : HENDRICKS MARION LETTING DATE : 01/15/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06710 20.000 DAY | 15.00000 300.00| 14.00000 280.00| FLASHING ARROW SIGN | | | 0021 801-06775 LUMP| 2000.00000 2000.00| 9300.00000 9300.00| MAINTAINING TRAFFIC | | | 0022 808-06702 4800.000 LFT | 0.40000 1920.00| 0.38000 1824.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0023 808-06703 19200.000 LFT | 0.30000 5760.00| 0.27000 5184.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0024 808-75996 240.000 EACH| 5.00000 1200.00| 3.80000 912.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 208,439.20| $ 209,630.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 208,439.20| $ 209,630.20| ====================================================================================================================================