INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 577,705.12 ROUTE : US 27 CALL ORDER : 510 CONTRACT ID : M -27283-B COUNTIES : ALLEN LETTING DATE : 09/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/20/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 20000AN SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 606,233.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 693,671.08 114.4231% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCH AND REHAB HMA PAVEMENT | | | 0001 105-07038 4.000 MOS | 2000.00000 8000.00| 1910.00000 7640.00| FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP| 30000.00000 30000.00| 34000.00000 34000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02772 32.000 EACH| 405.00000 12960.00| 465.02000 14880.64| CASTING, REMOVE | | | 0006 304-07490 4663.000 TON | 103.00000 480289.00| 104.55000 487516.65| HMA PATCHING, TYPE B | | | 0007 507-07479 200.000 TON | 100.00000 20000.00| 168.74000 33748.00| HMA PARTIAL DEPTH PATCH | | | 0008 720-01894 2.000 EACH| 590.00000 1180.00| 815.43000 1630.86| CASTING, FURNISH AND ADJUST TO GRADE | | | 0009 720-44000 34.000 EACH| 405.00000 13770.00| 465.02000 15810.68| CASTING, ADJUST TO GRADE | | | 0010 720-45605 10.000 LFT | 560.00000 5600.00| 474.31000 4743.10| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0011 720-45615 10.000 LFT | 560.00000 5600.00| 474.31000 4743.10| STRUCTURE, INLET, RECONSTRUCT | | | 0012 801-06640 79.000 EACH| 75.00000 5925.00| 89.00000 7031.00| CONSTRUCTION SIGN, A | | | 0013 801-06710 50.000 DAY | 50.00000 2500.00| 18.00000 900.00| FLASHING ARROW SIGN | | | 0014 801-06775 LUMP| 15700.00000 15700.00| 76978.05000 76978.05| MAINTAINING TRAFFIC | | | 0015 801-92448 300.000 DAY | 5.00000 1500.00| 5.00000 1500.00| CONSTRUCTION SIGNS, MOBILE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 577,705.12 ROUTE : US 27 CALL ORDER : 510 CONTRACT ID : M -27283-B COUNTIES : ALLEN LETTING DATE : 09/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 805-02328 493.000 LFT | 1.00000 493.00| 1.00000 493.00| SIGNAL CABLE, 1C 14GA. | | | 0017 805-78795 164.000 LFT | 8.50000 1394.00| 8.50000 1394.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0018 808-06726 24.000 LFT | 40.00000 960.00| 20.00000 480.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0019 808-75100 36.000 LFT | 10.00000 360.00| 5.00000 180.00| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 6 IN. | | | SECTION TOTALS | $ 606,233.00| $ 693,671.08| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 606,233.00| $ 693,671.08| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 228,302.73 ROUTE : SR 15 CALL ORDER : 520 CONTRACT ID : M -27622-B COUNTIES : ELKHART LETTING DATE : 09/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 20000AQ SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 232,401.31 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 233,243.82 100.3625% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0918397 | |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-07039 3.000 MOS | 1600.00000 4800.00| 2500.00000 7500.00| FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP| 11500.00000 11500.00| 11661.00000 11661.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-52710 60.000 SYS | 25.00000 1500.00| 30.00000 1800.00| SIDEWALK, CONCRETE, REMOVE | | | 0006 202-90277 6.000 EACH| 260.00000 1560.00| 260.00000 1560.00| DETECTOR HOUSING, REMOVE | | | 0007 301-07448 100.000 TON | 27.80000 2780.00| 10.00000 1000.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 304-07490 644.000 TON | 100.00000 64400.00| 106.60000 68650.40| HMA PATCHING, TYPE B | | | 0009 306-08034 8951.000 SYS | 1.18000 10562.18| 0.80000 7160.80| MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08043 1623.000 SYS | 0.55000 892.65| 4.00000 6492.00| MILLING, TRANSITION | | | 0011 401-07334 780.000 TON | 49.00000 38220.00| 42.81000 33391.80| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0012 406-05520 3.000 TON | 150.00000 450.00| 100.00000 300.00| ASPHALT FOR TACK COAT | | | 0013 604-06070 75.000 SYS | 63.00000 4725.00| 35.00000 2625.00| SIDEWALK, CONCRETE | | | 0014 604-07896 55.000 SYS | 110.00000 6050.00| 113.00000 6215.00| CURB RAMP, CONCRETE, B | | | 0015 604-07899 34.000 SYS | 95.00000 3230.00| 106.00000 3604.00| CURB RAMP, CONCRETE, E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 228,302.73 ROUTE : SR 15 CALL ORDER : 520 CONTRACT ID : M -27622-B COUNTIES : ELKHART LETTING DATE : 09/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0918397 | |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 604-07901 50.000 SYS | 200.00000 10000.00| 132.00000 6600.00| CURB RAMP, CONCRETE, G | | | 0017 605-06120 615.000 LFT | 19.50000 11992.50| 45.80000 28167.00| CURB, CONCRETE | | | 0018 610-07486 90.000 TON | 80.00000 7200.00| 71.00000 6390.00| HMA FOR APPROACHES, TYPE A | | | 0019 621-06574 50.000 SYS | 10.00000 500.00| 35.00000 1750.00| SODDING | | | 0020 715-05049 15.000 LFT | 40.00000 600.00| 23.50000 352.50| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0021 715-05149 165.000 LFT | 27.00000 4455.00| 14.00000 2310.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0022 720-44000 1.000 EACH| 650.00000 650.00| 260.00000 260.00| CASTING, ADJUST TO GRADE | | | 0023 720-45115 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| INLET, A8, MODIFIED | | | 0024 801-06203 212.000 LFT | 0.50000 106.00| 0.17000 36.04| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 212.000 LFT | 1.00000 212.00| 2.50000 530.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 20.000 EACH| 55.00000 1100.00| 55.00000 1100.00| CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 28350.00000 28350.00| 17722.30000 17722.30| MAINTAINING TRAFFIC | | | 0028 805-02503 2960.000 LFT | 0.60000 1776.00| 0.60000 1776.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0029 805-78785 6.000 EACH| 390.00000 2340.00| 390.00000 2340.00| SIGNAL DETECTOR HOUSING | | | 0030 805-78795 990.000 LFT | 7.20000 7128.00| 7.20000 7128.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0031 808-05929 300.000 LFT | 1.75000 525.00| 1.75000 525.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0032 808-06703 130.000 LFT | 0.85000 110.50| 0.85000 110.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0033 808-06714 5236.000 LFT | 0.18000 942.48| 0.18000 942.48| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0034 808-75100 368.000 LFT | 0.75000 276.00| 0.75000 276.00| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 228,302.73 ROUTE : SR 15 CALL ORDER : 520 CONTRACT ID : M -27622-B COUNTIES : ELKHART LETTING DATE : 09/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0918397 | |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75240 400.000 LFT | 0.85000 340.00| 0.85000 340.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0036 808-75278 100.000 LFT | 2.50000 250.00| 2.50000 250.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0037 808-75297 81.000 LFT | 5.00000 405.00| 5.00000 405.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0038 808-75320 7.000 EACH| 86.00000 602.00| 86.00000 602.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0039 808-75325 3.000 EACH| 123.00000 369.00| 123.00000 369.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 232,401.31| $ 233,243.82| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 232,401.31| $ 233,243.82| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,356.79 ROUTE : SR 114 & SR 105 CALL ORDER : 530 CONTRACT ID : M -27669-A COUNTIES : HUNTINGTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/19/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2000OAU SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 203,497.55 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 242,528.55 119.1800% 3 35-1438272 DAVES EXCAVATING, INC. $ 270,017.81 132.6884% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1817530 |(3) 35-1438272 |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES, INC. |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE CORRECTION AND SMALL STRUCTURE REPAIR | | | 0001 105-06845 LUMP| 5500.00000 5500.00| 5400.00000 5400.00| 7761.00000 7761.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1522.00000 4566.00| 1400.00000 4200.00| 2708.00000 8124.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 10150.00000 10150.00| 12000.00000 12000.00| 10264.00000 10264.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-51330 LUMP| 2500.00000 2500.00| 8700.00000 8700.00| 5386.00000 5386.00 PRESENT STRUCTURE, REMOVE , STR. NO. 13 | | | 0007 202-51330 LUMP| 2500.00000 2500.00| 9300.00000 9300.00| 6977.00000 6977.00 PRESENT STRUCTURE, REMOVE , STR. NO. 17 | | | 0008 202-51330 LUMP| 3000.00000 3000.00| 10800.00000 10800.00| 6542.00000 6542.00 PRESENT STRUCTURE, REMOVE , STR. NO. 18 | | | 0009 203-02000 990.000 CYS | 16.00000 15840.00| 14.00000 13860.00| 36.40000 36036.00 EXCAVATION, COMMON | | | 0010 203-02131 5.000 CYS | 50.00000 250.00| 100.00000 500.00| 52.00000 260.00 EXPLORATORY EXCAVATION | | | 0011 205-06937 100.000 LFT | 2.00000 200.00| 2.66000 266.00| 2.91000 291.00 TEMPORARY SILT FENCE | | | 0012 211-07454 220.000 CYS | 20.00000 4400.00| 25.00000 5500.00| 31.67000 6967.40 STRUCTURE BACKFILL | | | 0013 303-04489 6.000 TON | 45.00000 270.00| 50.00000 300.00| 40.00000 240.00 COMPACTED CRUSHED AGGREGATE, 8 | | | 0014 303-07449 80.000 TON | 25.00000 2000.00| 15.00000 1200.00| 14.82000 1185.60 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,356.79 ROUTE : SR 114 & SR 105 CALL ORDER : 530 CONTRACT ID : M -27669-A COUNTIES : HUNTINGTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1817530 |(3) 35-1438272 |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES, INC. |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-07662 12.000 TON | 30.00000 360.00| 50.00000 600.00| 20.71000 248.52 STONE , NO. 2 | | | 0016 306-08043 390.000 SYS | 7.00000 2730.00| 10.00000 3900.00| 12.04000 4695.60 MILLING, TRANSITION | | | 0017 402-07433 400.000 TON | 33.90000 13560.00| 35.00000 14000.00| 38.22000 15288.00 HMA SURFACE, TYPE B | | | 0018 406-05520 1.500 TON | 200.00000 300.00| 250.00000 375.00| 273.00000 409.50 ASPHALT FOR TACK COAT | | | 0019 601-06035 100.000 LFT | 17.00000 1700.00| 17.00000 1700.00| 28.96000 2896.00 GUARDRAIL, RESET | | | 0020 610-07486 30.000 TON | 60.00000 1800.00| 85.00000 2550.00| 92.82000 2784.60 HMA FOR APPROACHES, TYPE A | | | 0021 615-06490 29.000 EACH| 120.00000 3480.00| 120.00000 3480.00| 131.04000 3800.16 RIGHT OF WAY MARKER | | | 0022 615-06527 2.000 EACH| 610.00000 1220.00| 610.00000 1220.00| 666.00000 1332.00 MONUMENT, SECTION CORNER | | | 0023 615-07832 1.000 EACH| 665.00000 665.00| 665.00000 665.00| 750.00000 750.00 BENCH MARK POST | | | 0024 616-02281 5.000 CYS | 200.00000 1000.00| 370.00000 1850.00| 66.00000 330.00 GROUT FOR RIPRAP | | | 0025 616-02320 675.000 SYS | 0.80000 540.00| 3.00000 2025.00| 1.84000 1242.00 GEOTEXTILES | | | 0026 616-06405 535.000 TON | 22.00000 11770.00| 22.00000 11770.00| 25.62000 13706.70 RIPRAP, REVETMENT | | | 0027 616-93766 136.000 SYS | 7.00000 952.00| 21.00000 2856.00| 25.12000 3416.32 BREAKING CONCRETE SLOPEWALL | | | 0028 616-95754 156.000 LFT | 6.00000 936.00| 9.00000 1404.00| 23.13000 3608.28 PAVED SIDE DITCH, BREAK | | | 0029 621-01004 1.000 EACH| 250.00000 250.00| 400.00000 400.00| 880.00000 880.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 1.000 TON | 525.00000 525.00| 549.00000 549.00| 600.00000 600.00 FERTILIZER | | | 0031 621-06553 300.000 LBS | 2.90000 870.00| 2.89000 867.00| 3.16000 948.00 SEED MIXTURE, R | | | 0032 621-06565 4.000 TON | 440.00000 1760.00| 419.00000 1676.00| 458.00000 1832.00 MULCHING MATERIAL | | | 0033 702-94656 3.600 CYS | 500.00000 1800.00| 750.00000 2700.00| 138.78000 499.61 CONCRETE, B | | | 0034 714-04875 66.000 LFT | 550.00000 36300.00| 650.00000 42900.00| 632.05000 41715.30 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 2 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 530 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,356.79 ROUTE : SR 114 & SR 105 CALL ORDER : 530 CONTRACT ID : M -27669-A COUNTIES : HUNTINGTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1817530 |(3) 35-1438272 |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES, INC. |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 714-26703 8.000 LFT | 1200.00000 9600.00| 2000.00000 16000.00| 935.50000 7484.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0036 715-05048 20.000 LFT | 25.00000 500.00| 24.00000 480.00| 41.00000 820.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0037 715-05049 20.000 LFT | 30.00000 600.00| 26.00000 520.00| 32.71000 654.20 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0038 715-05209 10.000 LFT | 40.00000 400.00| 54.00000 540.00| 60.84000 608.40 PIPE, TYPE 4, CIRCULAR, 18 IN. | | | 0039 715-05212 80.000 LFT | 45.00000 3600.00| 37.00000 2960.00| 80.14000 6411.20 PIPE, TYPE 4, CIRCULAR, 24 IN. | | | 0040 715-05242 144.000 LFT | 60.00000 8640.00| 86.00000 12384.00| 90.81000 13076.64 PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. | | | 0041 715-05249 84.000 LFT | 100.00000 8400.00| 135.00000 11340.00| 131.74000 11066.16 PIPE, TYPE 1, DEFORMED, MIN. AREA 18.1 | | | SFT. | | | 0042 715-06501 2.000 EACH| 1275.00000 2550.00| 2700.00000 5400.00| 902.30000 1804.60 CONCRETE ANCHOR, MIN. AREA 8.9 SQ. FT. | | | 0043 715-06802 2.000 EACH| 2300.00000 4600.00| 2800.00000 5600.00| 607.46000 1214.92 CONCRETE ANCHOR, MIN. AREA 18.1 SQ. FT. | | | 0044 720-90984 5.000 EACH| 2500.00000 12500.00| 1800.00000 9000.00| 3400.00000 17000.00 MANHOLE, C2 | | | 0045 801-04308 6.000 EACH| 30.00000 180.00| 30.00000 180.00| 152.88000 917.28 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06625 46.000 EACH| 33.00000 1518.00| 33.00000 1518.00| 92.82000 4269.72 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 56.000 EACH| 21.00000 1176.00| 20.00000 1120.00| 61.15000 3424.40 CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH| 1.00000 2.00| 1.00000 2.00| 109.20000 218.40 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 12815.00000 12815.00| 3200.00000 3200.00| 2900.00000 2900.00 MAINTAINING TRAFFIC | | | 0050 801-07119 360.000 LFT | 1.05000 378.00| 1.05000 378.00| 8.32000 2995.20 BARRICADE, III-B | | | 0051 802-05704 26.000 LFT | 7.40000 192.40| 13.60000 353.60| 12.00000 312.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0052 802-76035 9.000 SFT | 53.00000 477.00| 12.20000 109.80| 27.30000 245.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0053 808-06712 360.000 LFT | 0.25000 90.00| 0.25000 90.00| 0.54000 194.40 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 530 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,356.79 ROUTE : SR 114 & SR 105 CALL ORDER : 530 CONTRACT ID : M -27669-A COUNTIES : HUNTINGTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1817530 |(3) 35-1438272 |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES, INC. |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06713 2800.000 LFT | 0.25000 700.00| 0.25000 700.00| 0.54000 1512.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0055 808-75996 17.000 EACH| 10.00000 170.00| 25.00000 425.00| 26.00000 442.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 17.000 EACH| 41.95000 713.15| 41.95000 713.15| 84.00000 1428.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 203,497.55| $ 242,528.55| $ 270,017.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 203,497.55| $ 242,528.55| $ 270,017.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 534 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 217,572.50 ROUTE : VARIOUS CALL ORDER : 534 CONTRACT ID : M -27728-B COUNTIES : PARKE MONTGOMERY LETTING DATE : 09/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/23/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 996100D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION, INC. $ 227,280.75 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 232,594.25 102.3378% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 262,400.00 115.4519% ==================================================================================================================================== |(1) 35-1111003 |(2) 35-0918397 |(3) 35-1917625 |WHITE CONSTRUCTION, INC. |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 HMA RESURFACE | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 11250.00000 11250.00| 11500.00000 11500.00| 13000.00000 13000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 301-07448 150.000 TON | 28.00000 4200.00| 48.00000 7200.00| 50.00000 7500.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 303-07449 258.000 TON | 93.50000 24123.00| 99.00000 25542.00| 120.00000 30960.00 COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07489 150.000 TON | 105.00000 15750.00| 104.00000 15600.00| 80.00000 12000.00 HMA PATCHING, TYPE A | | | 0007 402-07450 2400.000 TON | 65.60000 157440.00| 62.50000 150000.00| 78.00000 187200.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0008 405-05517 16.000 TON | 250.00000 4000.00| 475.00000 7600.00| 360.00000 5760.00 ASPHALT FOR PRIME COAT | | | 0009 406-05520 6.000 TON | 325.00000 1950.00| 200.00000 1200.00| 250.00000 1500.00 ASPHALT FOR TACK COAT | | | 0010 801-06640 8.000 EACH| 125.00000 1000.00| 138.00000 1104.00| 115.00000 920.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 5300.00000 5300.00| 10200.00000 10200.00| 1300.00000 1300.00 MAINTAINING TRAFFIC | | | 0012 808-06711 75.000 LFT | 5.25000 393.75| 6.25000 468.75| 6.00000 450.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0013 808-06713 190.000 LFT | 5.25000 997.50| 6.25000 1187.50| 5.00000 950.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0014 808-75297 66.000 LFT | 13.25000 874.50| 15.00000 990.00| 13.00000 858.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 534 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 217,572.50 ROUTE : VARIOUS CALL ORDER : 534 CONTRACT ID : M -27728-B COUNTIES : PARKE MONTGOMERY LETTING DATE : 09/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 |(2) 35-0918397 |(3) 35-1917625 |WHITE CONSTRUCTION, INC. |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 TOTALS | $ 227,280.75| $ 232,594.25| $ 262,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 227,280.75| $ 232,594.25| $ 262,400.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,155.65 ROUTE : CALL ORDER : 540 CONTRACT ID : M -27775-A COUNTIES : VANDERBURGH LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 998200C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 51,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 57,472.00 112.6901% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 78,900.00 154.7058% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-07038 2.000 MOS | 1000.00000 2000.00| 1295.00000 2590.00| 2200.00000 4400.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP| 3300.00000 3300.00| 2800.00000 2800.00| 3800.00000 3800.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 306-08043 600.000 SYS | 1.00000 600.00| 5.00000 3000.00| 7.70000 4620.00 MILLING, TRANSITION | | | 0006 402-07433 750.000 TON | 45.00000 33750.00| 50.85000 38137.50| 72.00000 54000.00 HMA SURFACE, TYPE B | | | 0007 402-07438 90.000 TON | 55.00000 4950.00| 67.00000 6030.00| 68.00000 6120.00 HMA INTERMEDIATE, TYPE B | | | 0008 406-05520 2.500 TON | 215.00000 537.50| 195.00000 487.50| 220.00000 550.00 ASPHALT FOR TACK COAT | | | 0009 801-06640 3.000 EACH| 250.00000 750.00| 150.00000 450.00| 150.00000 450.00 CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 4298.00000 4298.00| 3000.00000 3000.00| 3983.00000 3983.00 MAINTAINING TRAFFIC | | | 0011 808-06714 1625.000 LFT | 0.50000 812.50| 0.60000 975.00| 0.60000 975.00 LINE, PAINT, SOLID, YELLOW, 4 IN. , FOR | | | PARKING LANE | | | SECTION TOTALS | $ 51,000.00| $ 57,472.00| $ 78,900.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 51,000.00| $ 57,472.00| $ 78,900.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 235,989.45 ROUTE : SR 9 CALL ORDER : 550 CONTRACT ID : M -27778-A COUNTIES : HANCOCK LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 3000OBB SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 192,212.63 100.0000% 2 35-1139301 E & B PAVING, INC. $ 194,000.00 100.9298% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 214,649.75 111.6730% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 215,469.16 112.0993% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|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 HMA RESURFACE | | | 0001 105-06845 LUMP| 500.00000 500.00| 2500.00000 2500.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1800.00000 5400.00| 1500.00000 4500.00| 2250.00000 6750.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 9480.00000 9480.00| 9700.00000 9700.00| 8400.00000 8400.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 306-08033 34523.000 SYS | 0.65000 22439.95| 0.65000 22439.95| 0.60000 20713.80 MILLING, ASPHALT, 1 IN. | | | 0007 401-06264 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0008 401-07329 2848.000 TON | 45.00000 128160.00| 47.00000 133856.00| 55.00000 156640.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0009 406-05520 8.000 TON | 100.00000 800.00| 185.00000 1480.00| 175.00000 1400.00 ASPHALT FOR TACK COAT | | | 0010 801-06207 1036.000 LFT | 0.95000 984.20| 2.00000 2072.00| 1.00000 1036.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 14.000 EACH| 75.00000 1050.00| 75.00000 1050.00| 85.00000 1190.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 15000.00000 15000.00| 7119.91000 7119.91| 6300.00000 6300.00 MAINTAINING TRAFFIC | | | 0013 805-02328 2000.000 LFT | 0.60000 1200.00| 0.60000 1200.00| 0.65000 1300.00 SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 550 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 235,989.45 ROUTE : SR 9 CALL ORDER : 550 CONTRACT ID : M -27778-A COUNTIES : HANCOCK LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|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 805-78795 500.000 LFT | 7.40000 3700.00| 7.40000 3700.00| 7.75000 3875.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0015 808-06711 1720.000 LFT | 0.15000 258.00| 0.17000 292.40| 0.19000 326.80 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0016 808-06713 7358.000 LFT | 0.13000 956.54| 0.14000 1030.12| 0.15000 1103.70 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 3483.000 LFT | 0.18000 626.94| 0.14000 487.62| 0.15000 522.45 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-75297 60.000 LFT | 8.50000 510.00| 12.00000 720.00| 12.00000 720.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0019 808-75320 1.000 EACH| 70.00000 70.00| 150.00000 150.00| 165.00000 165.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0020 808-75325 1.000 EACH| 75.00000 75.00| 200.00000 200.00| 205.00000 205.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 192,212.63| $ 194,000.00| $ 214,649.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 192,212.63| $ 194,000.00| $ 214,649.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 550 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 235,989.45 ROUTE : SR 9 CALL ORDER : 550 CONTRACT ID : M -27778-A COUNTIES : HANCOCK LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP| 1050.00000 1050.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2400.00000 7200.00| | FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 10706.01000 10706.01| | MOBILIZATION AND DEMOBILIZATION | | | 0006 306-08033 34523.000 SYS | 0.80000 27618.40| | MILLING, ASPHALT, 1 IN. | | | 0007 401-06264 LUMP| 850.00000 850.00| | PROFILOGRAPH, HMA | | | 0008 401-07329 2848.000 TON | 51.75000 147384.00| | QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0009 406-05520 8.000 TON | 195.00000 1560.00| | ASPHALT FOR TACK COAT | | | 0010 801-06207 1036.000 LFT | 1.75000 1813.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 14.000 EACH| 78.00000 1092.00| | CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 8000.00000 8000.00| | MAINTAINING TRAFFIC | | | 0013 805-02328 2000.000 LFT | 0.63000 1260.00| | SIGNAL CABLE, 1C 14GA. | | | 0014 805-78795 500.000 LFT | 7.75000 3875.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0015 808-06711 1720.000 LFT | 0.18000 309.60| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0016 808-06713 7358.000 LFT | 0.15000 1103.70| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 3483.000 LFT | 0.15000 522.45| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-75297 60.000 LFT | 12.60000 756.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0019 808-75320 1.000 EACH| 157.00000 157.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 550 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 235,989.45 ROUTE : SR 9 CALL ORDER : 550 CONTRACT ID : M -27778-A COUNTIES : HANCOCK LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-75325 1.000 EACH| 210.00000 210.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 215,469.16| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 215,469.16| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 75 CALL ORDER : 560 CONTRACT ID : M -27783-A COUNTIES : CARROLL CLINTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1370389 SWANK ASSOCIATED CO $ 205,302.00 100.0000% 2 35-2139506 HARDCORE CONCRETE SAWING & SEALING INC. $ 256,072.13 124.7294% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 129,744.50 ROUTE : CALL ORDER : 570 CONTRACT ID : M -27784-A COUNTIES : MARION LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 30000BC SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 106,650.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 117,100.00 109.7984% 3 35-1341287 HARCO ASPHALT PAVING INC. $ 129,293.19 121.2313% 4 35-1139301 E & B PAVING, INC. $ 141,934.75 133.0846% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1341287 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |HARCO ASPHALT PAVING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PARTIAL 3R MAINTENANCE | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 5320.00000 5320.00| 6000.00000 6000.00| 3600.00000 3600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 304-07490 66.000 TON | 75.00000 4950.00| 130.00000 8580.00| 88.24000 5823.84 HMA PATCHING, TYPE B | | | 0005 306-08034 1456.000 SYS | 2.50000 3640.00| 5.00000 7280.00| 6.35000 9245.60 MILLING, ASPHALT, 1 1/2 IN. | | | 0006 306-08043 1545.000 SYS | 3.00000 4635.00| 5.00000 7725.00| 4.45000 6875.25 MILLING, TRANSITION | | | 0007 402-07433 1920.000 TON | 44.00000 84480.00| 44.00000 84480.00| 52.15000 100128.00 HMA SURFACE, TYPE B | | | 0008 406-05520 5.860 TON | 150.00000 879.00| 200.00000 1172.00| 225.00000 1318.50 ASPHALT FOR TACK COAT | | | 0009 801-06640 2.000 EACH| 120.00000 240.00| 150.00000 300.00| 150.00000 300.00 CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 2504.00000 2504.00| 1561.00000 1561.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 106,650.00| $ 117,100.00| $ 129,293.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 106,650.00| $ 117,100.00| $ 129,293.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 129,744.50 ROUTE : CALL ORDER : 570 CONTRACT ID : M -27784-A COUNTIES : MARION LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 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 PARTIAL 3R MAINTENANCE | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 7100.00000 7100.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 304-07490 66.000 TON | 180.00000 11880.00| | HMA PATCHING, TYPE B | | | 0005 306-08034 1456.000 SYS | 2.25000 3276.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0006 306-08043 1545.000 SYS | 5.25000 8111.25| | MILLING, TRANSITION | | | 0007 402-07433 1920.000 TON | 51.00000 97920.00| | HMA SURFACE, TYPE B | | | 0008 406-05520 5.860 TON | 175.00000 1025.50| | ASPHALT FOR TACK COAT | | | 0009 801-06640 2.000 EACH| 310.00000 620.00| | CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 12000.00000 12000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 141,934.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 141,934.75| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 157,891.60 ROUTE : CALL ORDER : 580 CONTRACT ID : M -27797-A COUNTIES : PUTNAM LETTING DATE : 09/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 996700C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 121,040.30 100.0000% 2 35-1341287 HARCO ASPHALT PAVING INC. $ 130,744.00 108.0169% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 142,380.00 117.6302% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1341287 |(3) 35-0918397 |WABASH VALLEY ASPHALT CO. LL|HARCO ASPHALT PAVING INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HMA RESURFACE | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 6000.00000 6000.00| 6172.00000 6172.00| 7200.00000 7200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 301-07448 100.000 TON | 13.20000 1320.00| 22.00000 2200.00| 25.00000 2500.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 304-07489 210.000 TON | 59.05000 12400.50| 89.50000 18795.00| 125.00000 26250.00 HMA PATCHING, TYPE A | | | 0006 402-07450 1800.000 TON | 53.40000 96120.00| 55.30000 99540.00| 57.00000 102600.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0007 406-05520 6.100 TON | 198.00000 1207.80| 250.00000 1525.00| 200.00000 1220.00 ASPHALT FOR TACK COAT | | | 0008 801-06640 6.000 EACH| 165.00000 990.00| 140.00000 840.00| 175.00000 1050.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 3000.00000 3000.00| 1670.00000 1670.00| 1558.00000 1558.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 121,040.30| $ 130,744.00| $ 142,380.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 121,040.30| $ 130,744.00| $ 142,380.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 590 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 695,787.71 ROUTE : SR 1 CALL ORDER : 590 CONTRACT ID : M -27802-A COUNTIES : RANDOLPH LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3000OBD SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 631,596.61 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 673,869.15 106.6929% ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 | |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP| 4500.00000 4500.00| 5115.00000 5115.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2225.00000 6675.00| 1780.00000 5340.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 34719.00000 34719.00| 33500.00000 33500.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 301-07448 497.000 TON | 10.20000 5069.40| 20.00000 9940.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0007 303-01180 856.000 TON | 18.52000 15853.12| 8.20000 7019.20| COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0008 304-07490 497.000 TON | 107.96000 53656.12| 85.76000 42622.72| HMA PATCHING, TYPE B | | | 0009 306-08042 114090.000 SYS | 0.60000 68454.00| 0.40000 45636.00| MILLING, SCARIFICATION/PROFILE | | | 0010 306-08043 4613.000 SYS | 2.35000 10840.55| 3.53000 16283.89| MILLING, TRANSITION | | | 0011 401-06264 LUMP| 6000.00000 6000.00| 3700.00000 3700.00| PROFILOGRAPH, HMA | | | 0012 401-07327 9413.000 TON | 37.48000 352799.24| 43.40000 408524.20| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0013 406-05520 27.500 TON | 180.00000 4950.00| 176.00000 4840.00| ASPHALT FOR TACK COAT | | | 0014 610-07487 381.000 TON | 71.98000 27424.38| 66.60000 25374.60| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 590 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 695,787.71 ROUTE : SR 1 CALL ORDER : 590 CONTRACT ID : M -27802-A COUNTIES : RANDOLPH LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 | |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 615-06520 10.000 EACH| 150.00000 1500.00| 313.06000 3130.60| MONUMENT, RE-ESTABLISH | | | 0016 615-06525 24.000 EACH| 225.00000 5400.00| 263.92000 6334.08| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0017 801-06207 4668.000 LFT | 0.70000 3267.60| 0.85000 3967.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 22.000 EACH| 105.00000 2310.00| 105.00000 2310.00| CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 22304.00000 22304.00| 43996.86000 43996.86| MAINTAINING TRAFFIC | | | 0020 808-06712 7450.000 LFT | 0.10000 745.00| 0.10000 745.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06714 48872.000 LFT | 0.10000 4887.20| 0.10000 4887.20| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75297 24.000 LFT | 10.00000 240.00| 25.00000 600.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 631,596.61| $ 673,869.15| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 631,596.61| $ 673,869.15| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 600 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 469,892.38 ROUTE : CALL ORDER : 600 CONTRACT ID : M -27806-A COUNTIES : BROWN LETTING DATE : 09/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 50000AK SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 359,583.75 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 394,367.00 109.6731% 3 35-1418333 ROGERS GROUP, INC. $ 399,462.00 111.0901% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 553,470.30 153.9197% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1418333 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-07039 6.000 MOS | 700.00000 4200.00| 1200.00000 7200.00| 1150.00000 6900.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP| 4550.00000 4550.00| 17000.00000 17000.00| 9500.00000 9500.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-94749 100.000 LFT | 4.00000 400.00| 7.00000 700.00| 20.50000 2050.00 CURB, ASPHALT, REMOVE , SPEED BUMP | | | 0006 303-01180 1714.000 TON | 18.25000 31280.50| 18.75000 32137.50| 15.00000 25710.00 COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07491 150.000 TON | 75.00000 11250.00| 95.00000 14250.00| 80.00000 12000.00 HMA PATCHING, TYPE C | | | 0008 306-08043 2000.000 SYS | 2.75000 5500.00| 3.50000 7000.00| 4.00000 8000.00 MILLING, TRANSITION | | | 0009 402-07434 7120.000 TON | 39.50000 281240.00| 40.00000 284800.00| 42.00000 299040.00 HMA SURFACE, TYPE C | | | 0010 402-07452 150.000 TON | 59.00000 8850.00| 60.00000 9000.00| 65.00000 9750.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0011 406-05520 28.750 TON | 175.00000 5031.25| 170.00000 4887.50| 200.00000 5750.00 ASPHALT FOR TACK COAT | | | 0012 605-05523 100.000 LFT | 9.00000 900.00| 8.00000 800.00| 25.00000 2500.00 CURB, HMA , SPEED BUMP | | | 0013 720-44000 2.000 EACH| 400.00000 800.00| 650.00000 1300.00| 405.00000 810.00 CASTING, ADJUST TO GRADE | | | 0014 801-06640 8.000 EACH| 135.00000 1080.00| 130.00000 1040.00| 400.00000 3200.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 600 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 469,892.38 ROUTE : CALL ORDER : 600 CONTRACT ID : M -27806-A COUNTIES : BROWN LETTING DATE : 09/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1418333 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 4500.00000 4500.00| 14250.00000 14250.00| 14250.00000 14250.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 359,583.75| $ 394,367.00| $ 399,462.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 359,583.75| $ 394,367.00| $ 399,462.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 600 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 469,892.38 ROUTE : CALL ORDER : 600 CONTRACT ID : M -27806-A COUNTIES : BROWN LETTING DATE : 09/14/04 10:00 AM DISTRICT : SEYMOUR 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 HMA RESURFACE | | | 0001 105-07039 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP| 22000.00000 22000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-94749 100.000 LFT | 3.50000 350.00| | CURB, ASPHALT, REMOVE , SPEED BUMP | | | 0006 303-01180 1714.000 TON | 28.45000 48763.30| | COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07491 150.000 TON | 125.00000 18750.00| | HMA PATCHING, TYPE C | | | 0008 306-08043 2000.000 SYS | 3.65000 7300.00| | MILLING, TRANSITION | | | 0009 402-07434 7120.000 TON | 58.00000 412960.00| | HMA SURFACE, TYPE C | | | 0010 402-07452 150.000 TON | 54.00000 8100.00| | HMA, TYPE C, WEDGE AND LEVEL | | | 0011 406-05520 28.750 TON | 180.00000 5175.00| | ASPHALT FOR TACK COAT | | | 0012 605-05523 100.000 LFT | 23.00000 2300.00| | CURB, HMA , SPEED BUMP | | | 0013 720-44000 2.000 EACH| 235.00000 470.00| | CASTING, ADJUST TO GRADE | | | 0014 801-06640 8.000 EACH| 100.00000 800.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 14500.00000 14500.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 553,470.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 553,470.30| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 610 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,405.70 ROUTE : SR 15 CALL ORDER : 610 CONTRACT ID : M -27812-A COUNTIES : WABASH LETTING DATE : 09/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2000OAW SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 76-0469163 AMERICAN WATER SERVICES UNDERGROUND INFRASTRUCTURE INC. $ 299,831.75 100.0000% 2 13-3032158 INSITUFORM TECHNOLOGIES INC AWARDED $ 311,815.00 103.9966% 3 35-1116625 REYNOLDS, INC. $ 320,067.00 106.7488% ==================================================================================================================================== |(1) 76-0469163 |(2) 13-3032158 |(3) 35-1116625 |AMERICAN WATER SERVICES UNDE|INSITUFORM TECHNOLOGIES INC |REYNOLDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE LINING | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 8500.00000 8500.00| 15500.00000 15500.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1850.00000 1850.00| 10000.00000 10000.00| 3500.00000 3500.00 CLEARING RIGHT OF WAY | | | 0005 203-02070 275.000 CYS | 14.75000 4056.25| 23.00000 6325.00| 30.00000 8250.00 BORROW | | | 0006 203-02376 LUMP| 610.00000 610.00| 4220.00000 4220.00| 2000.00000 2000.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0007 210-07021 125.000 LFT | 252.00000 31500.00| 273.00000 34125.00| 306.00000 38250.00 LINING , CURED IN PLACE, SEWER SEGMENT, | | | 36 IN. | | | 0008 210-07021 730.000 LFT | 298.00000 217540.00| 273.00000 199290.00| 306.00000 223380.00 LINING , CURED IN PLACE, SEWER SEGMENT, | | | 54 IN. | | | 0009 210-07824 22.000 EACH| 605.00000 13310.00| 300.00000 6600.00| 400.00000 8800.00 LATERAL REINSTATEMENT | | | 0010 211-07454 5.000 CYS | 25.00000 125.00| 55.00000 275.00| 100.00000 500.00 STRUCTURE BACKFILL | | | 0011 213-08058 5.000 CYS | 183.00000 915.00| 135.00000 675.00| 120.00000 600.00 FLOWABLE BACKFILL | | | 0012 715-05154 165.000 LFT | 97.50000 16087.50| 167.00000 27555.00| 129.00000 21285.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0013 801-06640 2.000 EACH| 618.00000 1236.00| 380.00000 760.00| 250.00000 500.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 610 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,405.70 ROUTE : SR 15 CALL ORDER : 610 CONTRACT ID : M -27812-A COUNTIES : WABASH LETTING DATE : 09/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 76-0469163 |(2) 13-3032158 |(3) 35-1116625 |AMERICAN WATER SERVICES UNDE|INSITUFORM TECHNOLOGIES INC |REYNOLDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06775 LUMP| 4100.00000 4100.00| 6488.00000 6488.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 299,831.75| $ 311,815.00| $ 320,067.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 299,831.75| $ 311,815.00| $ 320,067.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 620 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,567.21 ROUTE : SR 37 CALL ORDER : 620 CONTRACT ID : M -27830-A COUNTIES : JOHNSON LETTING DATE : 09/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5000OAJ SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 164,996.45 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 175,769.95 106.5295% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 207,856.65 125.9764% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 208,354.76 126.2783% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 212,928.00 129.0500% 6 35-1139301 E & B PAVING, INC. $ 222,000.00 134.5483% ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1151771 |(3) 35-0999231 |HENDERSON, H.E., INC. |CALUMET ASPHALT PAVING CO. I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 5881.80000 5881.80| 2900.00000 2900.00| 2900.00000 2900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1638.59000 9831.54| 1800.00000 10800.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 10441.25000 10441.25| 11000.00000 11000.00| 10500.00000 10500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 2100.000 SYS | 7.14000 14994.00| 9.50000 19950.00| 8.70000 18270.00 PAVEMENT REMOVAL | | | 0007 203-02000 350.000 CYS | 15.76000 5516.00| 40.00000 14000.00| 94.00000 32900.00 EXCAVATION, COMMON | | | 0008 203-02070 200.000 CYS | 16.79000 3358.00| 30.00000 6000.00| 19.00000 3800.00 BORROW | | | 0009 303-01180 269.000 TON | 26.15000 7034.35| 17.50000 4707.50| 36.00000 9684.00 COMPACTED AGGREGATE, NO. 53 | | | 0010 402-07434 145.000 TON | 92.27000 13379.15| 85.00000 12325.00| 78.00000 11310.00 HMA SURFACE, TYPE C | | | 0011 402-07439 90.800 TON | 63.00000 5720.40| 60.00000 5448.00| 64.00000 5811.20 HMA INTERMEDIATE, TYPE C | | | 0012 402-07442 653.400 TON | 48.98000 32003.53| 46.00000 30056.40| 51.00000 33323.40 HMA BASE, TYPE C | | | 0013 402-07452 50.000 TON | 47.25000 2362.50| 45.00000 2250.00| 50.00000 2500.00 HMA, TYPE C, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 620 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,567.21 ROUTE : SR 37 CALL ORDER : 620 CONTRACT ID : M -27830-A COUNTIES : JOHNSON LETTING DATE : 09/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1151771 |(3) 35-0999231 |HENDERSON, H.E., INC. |CALUMET ASPHALT PAVING CO. I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 406-05520 2.200 TON | 105.00000 231.00| 100.00000 220.00| 150.00000 330.00 ASPHALT FOR TACK COAT | | | 0015 601-01700 1.000 EACH| 1862.80000 1862.80| 1900.00000 1900.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-02103 68.000 LFT | 19.79000 1345.72| 19.00000 1292.00| 17.00000 1156.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0017 601-06037 1.000 EACH| 577.50000 577.50| 600.00000 600.00| 700.00000 700.00 GUARDRAIL END TREATMENT, I | | | 0018 601-99105 474.000 LFT | 15.48000 7337.52| 16.00000 7584.00| 13.00000 6162.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 621-06574 2100.000 SYS | 2.47000 5187.00| 2.35000 4935.00| 2.40000 5040.00 SODDING | | | 0021 801-06624 6.000 EACH| 141.75000 850.50| 1.00000 6.00| 1.00000 6.00 STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0022 801-06640 26.000 EACH| 73.50000 1911.00| 61.00000 1586.00| 61.00000 1586.00 CONSTRUCTION SIGN, A | | | 0023 801-06710 300.000 DAY | 26.25000 7875.00| 5.00000 1500.00| 5.00000 1500.00 FLASHING ARROW SIGN | | | 0024 801-06775 LUMP| 9410.50000 9410.50| 15000.00000 15000.00| 26000.00000 26000.00 MAINTAINING TRAFFIC | | | 0025 801-09133 2.000 EACH| 2625.00000 5250.00| 1900.00000 3800.00| 1900.00000 3800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0026 802-76035 112.000 SFT | 6.12000 685.44| 20.00000 2240.00| 24.00000 2688.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0027 804-06771 25.000 EACH| 27.30000 682.50| 29.00000 725.00| 39.00000 975.00 DELINEATOR POST, FLEXIBLE | | | 0028 808-06701 500.000 LFT | 0.37000 185.00| 0.35000 175.00| 0.35000 175.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0029 808-06703 2840.000 LFT | 0.30000 852.00| 0.35000 994.00| 0.35000 994.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0030 808-06705 478.000 LFT | 0.62000 296.36| 0.75000 358.50| 0.75000 358.50 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0031 808-75245 2270.000 LFT | 0.30000 681.00| 0.34000 771.80| 0.34000 771.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0032 808-75260 137.000 LFT | 1.16000 158.92| 2.00000 274.00| 2.00000 274.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 620 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,567.21 ROUTE : SR 37 CALL ORDER : 620 CONTRACT ID : M -27830-A COUNTIES : JOHNSON LETTING DATE : 09/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1151771 |(3) 35-0999231 |HENDERSON, H.E., INC. |CALUMET ASPHALT PAVING CO. I|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75278 72.000 LFT | 1.31000 94.32| 2.00000 144.00| 2.00000 144.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0034 808-75320 7.000 EACH| 73.50000 514.50| 50.00000 350.00| 50.00000 350.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-75325 3.000 EACH| 60.90000 182.70| 60.00000 180.00| 60.00000 180.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0036 808-92027 261.000 LFT | 0.65000 169.65| 0.75000 195.75| 0.75000 195.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0037 605-06240 30.000 SYS | 104.50000 3135.00| 150.00000 4500.00| 180.00000 5400.00 CENTER CURB, A, CONCRETE | | | 0038 606-07484 1700.000 LFT | 2.63000 4471.00| 4.00000 6800.00| 4.10000 6970.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0039 801-04308 2.000 EACH| 262.50000 525.00| 100.00000 200.00| 100.00000 200.00 ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 164,996.45| $ 175,769.95| $ 207,856.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 164,996.45| $ 175,769.95| $ 207,856.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 620 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,567.21 ROUTE : SR 37 CALL ORDER : 620 CONTRACT ID : M -27830-A COUNTIES : JOHNSON LETTING DATE : 09/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 |(6) 35-1139301 |MILESTONE CONTRACTORS, L.P. |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 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 7900.00000 7900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2500.00000 15000.00| 2600.00000 15600.00| 2400.00000 14400.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 12000.00000 12000.00| 11000.00000 11000.00| 11100.00000 11100.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 2100.000 SYS | 12.00000 25200.00| 12.50000 26250.00| 19.25000 40425.00 PAVEMENT REMOVAL | | | 0007 203-02000 350.000 CYS | 33.00000 11550.00| 75.50000 26425.00| 30.00000 10500.00 EXCAVATION, COMMON | | | 0008 203-02070 200.000 CYS | 30.00000 6000.00| 56.00000 11200.00| 60.50000 12100.00 BORROW | | | 0009 303-01180 269.000 TON | 28.00000 7532.00| 21.00000 5649.00| 25.00000 6725.00 COMPACTED AGGREGATE, NO. 53 | | | 0010 402-07434 145.000 TON | 69.00000 10005.00| 80.00000 11600.00| 73.00000 10585.00 HMA SURFACE, TYPE C | | | 0011 402-07439 90.800 TON | 55.00000 4994.00| 57.00000 5175.60| 73.00000 6628.40 HMA INTERMEDIATE, TYPE C | | | 0012 402-07442 653.400 TON | 54.00000 35283.60| 44.00000 28749.60| 60.00000 39204.00 HMA BASE, TYPE C | | | 0013 402-07452 50.000 TON | 120.00000 6000.00| 45.00000 2250.00| 60.00000 3000.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0014 406-05520 2.200 TON | 175.00000 385.00| 175.00000 385.00| 200.00000 440.00 ASPHALT FOR TACK COAT | | | 0015 601-01700 1.000 EACH| 2497.00000 2497.00| 2000.00000 2000.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-02103 68.000 LFT | 22.95000 1560.60| 19.00000 1292.00| 19.00000 1292.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0017 601-06037 1.000 EACH| 938.25000 938.25| 750.00000 750.00| 600.00000 600.00 GUARDRAIL END TREATMENT, I | | | 0018 601-99105 474.000 LFT | 17.55000 8318.70| 14.50000 6873.00| 16.00000 7584.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 621-06574 2100.000 SYS | 3.17000 6657.00| 2.50000 5250.00| 2.35000 4935.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 620 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,567.21 ROUTE : SR 37 CALL ORDER : 620 CONTRACT ID : M -27830-A COUNTIES : JOHNSON LETTING DATE : 09/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 |(6) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06624 6.000 EACH| 283.50000 1701.00| 325.00000 1950.00| 210.00000 1260.00 STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0022 801-06640 26.000 EACH| 121.50000 3159.00| 85.00000 2210.00| 90.00000 2340.00 CONSTRUCTION SIGN, A | | | 0023 801-06710 300.000 DAY | 13.50000 4050.00| 13.00000 3900.00| 1.00000 300.00 FLASHING ARROW SIGN | | | 0024 801-06775 LUMP| 10000.00000 10000.00| 14914.95000 14914.95| 14153.00000 14153.00 MAINTAINING TRAFFIC | | | 0025 801-09133 2.000 EACH| 5670.00000 11340.00| 3500.00000 7000.00| 4200.00000 8400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0026 802-76035 112.000 SFT | 31.73000 3553.76| 25.00000 2800.00| 20.00000 2240.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0027 804-06771 25.000 EACH| 52.65000 1316.25| 45.00000 1125.00| 29.00000 725.00 DELINEATOR POST, FLEXIBLE | | | 0028 808-06701 500.000 LFT | 0.74000 370.00| 0.55000 275.00| 0.55000 275.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0029 808-06703 2840.000 LFT | 0.74000 2101.60| 0.55000 1562.00| 0.55000 1562.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0030 808-06705 478.000 LFT | 1.35000 645.30| 1.45000 693.10| 1.00000 478.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0031 808-75245 2270.000 LFT | 0.74000 1679.80| 0.55000 1248.50| 0.55000 1248.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0032 808-75260 137.000 LFT | 2.70000 369.90| 2.20000 301.40| 2.00000 274.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0033 808-75278 72.000 LFT | 2.70000 194.40| 2.20000 158.40| 2.00000 144.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0034 808-75320 7.000 EACH| 74.25000 519.75| 115.00000 805.00| 55.00000 385.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-75325 3.000 EACH| 94.50000 283.50| 170.00000 510.00| 70.00000 210.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0036 808-92027 261.000 LFT | 1.35000 352.35| 1.45000 378.45| 1.00000 261.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0037 605-06240 30.000 SYS | 160.00000 4800.00| 130.00000 3900.00| 157.47000 4724.10 CENTER CURB, A, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 620 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,567.21 ROUTE : SR 37 CALL ORDER : 620 CONTRACT ID : M -27830-A COUNTIES : JOHNSON LETTING DATE : 09/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 |(6) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 606-07484 1700.000 LFT | 2.70000 4590.00| 3.15000 5355.00| 2.00000 3400.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0039 801-04308 2.000 EACH| 202.50000 405.00| 195.00000 390.00| 150.00000 300.00 ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 208,354.76| $ 212,928.00| $ 222,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 208,354.76| $ 212,928.00| $ 222,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 630 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 90 CALL ORDER : 630 CONTRACT ID : MT-27397-A COUNTIES : LAPORTE LETTING DATE : 09/14/04 10:00 AM DISTRICT : TOLL CONTRACT TIME : 11/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1489621 HRP CONSTRUCTION, INC. $ 1,598,487.00 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 1,800,000.00 112.6064% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,922,163.40 120.2489% ====================================================================================================================================