INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 800 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,219.74 ROUTE : 69, 70, 465 CALL ORDER : 800 CONTRACT ID : R -26471-B COUNTIES : HAMILTON HANCOCK LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654377 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 459,249.00 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP| 2999.00000 2999.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2300.00000 6900.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 23000.00000 23000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 22400.000 SYS | 1.80000 40320.00| | SURFACE MILLING, ASPHALT , 1 IN. TO | | | 1-1/4 IN. | | | 0005 304-07491 2270.000 TON | 72.00000 163440.00| | HMA PATCHING, TYPE C | | | 0006 401-06264 LUMP| 3000.00000 3000.00| | PROFILOGRAPH, HMA | | | 0007 402-07434 1849.000 TON | 64.00000 118336.00| | HMA SURFACE, TYPE C | | | 0008 402-07439 364.000 TON | 46.00000 16744.00| | HMA INTERMEDIATE, TYPE C | | | 0009 406-05520 5.200 TON | 180.00000 936.00| | ASPHALT FOR TACK COAT | | | 0010 606-07484 1079.000 LFT | 4.00000 4316.00| | MILLED HMA SHOULDER CORRUGATIONS | | | 0011 801-06207 915.000 LFT | 1.50000 1372.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 23.000 EACH| 80.00000 1840.00| | CONSTRUCTION SIGN, A | | | 0013 801-06710 14.000 DAY | 25.00000 350.00| | FLASHING ARROW SIGN | | | 0014 801-06775 LUMP| 53467.80000 53467.80| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 800 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,219.74 ROUTE : 69, 70, 465 CALL ORDER : 800 CONTRACT ID : R -26471-B COUNTIES : HAMILTON HANCOCK LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 805-02503 3600.000 LFT | 0.40000 1440.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78795 900.000 LFT | 6.00000 5400.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0017 808-06701 1702.000 LFT | 0.40000 680.80| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0018 808-06703 10172.000 LFT | 0.40000 4068.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0019 808-75245 8124.000 LFT | 0.40000 3249.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0020 808-75297 243.000 LFT | 5.50000 1336.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75320 20.000 EACH| 56.00000 1120.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75325 18.000 EACH| 70.00000 1260.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0023 808-75996 102.000 EACH| 11.00000 1122.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0024 808-75998 102.000 EACH| 25.00000 2550.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 459,249.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 459,249.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 810 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,253,829.57 ROUTE : CALL ORDER : 810 CONTRACT ID : R -26894-C COUNTIES : MARION LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/14/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949068 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,989,723.35 100.0000% 2 35-1057871 SMOCK FANSLER CORPORATION $ 2,029,106.20 101.9793% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1057871 | |AMERICAN CONTRACTING & SERVI|SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, PEDESTRIAN ACCESS IMPROVEMENTS | | | 0001 105-06845 LUMP| 30000.00000 30000.00| 18000.00000 18000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1500.00000 12000.00| 1500.00000 12000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 99000.00000 99000.00| 119500.00000 119500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 105000.00000 105000.00| CLEARING RIGHT OF WAY | | | 0005 202-52710 426.000 SYS | 11.00000 4686.00| 8.00000 3408.00| SIDEWALK, CONCRETE, REMOVE | | | 0006 202-60820 1780.500 SYS | 3.50000 6231.75| 3.80000 6765.90| SURFACE MILLING, ASPHALT | | | 0007 202-91840 95.000 LFT | 10.00000 950.00| 10.00000 950.00| FENCE, CHAIN LINK, REMOVE | | | 0008 202-96022 4.000 EACH| 2000.00000 8000.00| 550.00000 2200.00| CONCRETE FOUNDATION, REMOVE | | | 0009 203-02000 3689.000 CYS | 11.00000 40579.00| 19.00000 70091.00| EXCAVATION, COMMON | | | 0010 203-02070 1604.000 CYS | 27.00000 43308.00| 33.00000 52932.00| BORROW | | | 0011 210-05815 3.000 EACH| 1000.00000 3000.00| 1000.00000 3000.00| LIGHTING CONTROL | | | 0012 210-07694 LUMP| 50000.00000 50000.00| 49000.00000 49000.00| TELECOMMUNICATIONS SYSTEM | | | 0013 210-07695 48.000 LFT | 300.00000 14400.00| 150.00000 7200.00| GRATE TRENCH | | | 0014 210-07752 LUMP| 3200.00000 3200.00| 204000.00000 204000.00| VENEER , GRANITE | | | 0015 210-07752 LUMP| 210000.00000 210000.00| 19500.00000 19500.00| VENEER , LIMESTONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 810 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,253,829.57 ROUTE : CALL ORDER : 810 CONTRACT ID : R -26894-C COUNTIES : MARION LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1057871 | |AMERICAN CONTRACTING & SERVI|SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 211-07454 1182.400 CYS | 40.00000 47296.00| 29.00000 34289.60| STRUCTURE BACKFILL | | | 0017 303-01180 85.000 TON | 30.00000 2550.00| 30.00000 2550.00| COMPACTED AGGREGATE, NO. 53 | | | 0018 303-04489 1286.800 TON | 38.00000 48898.40| 21.00000 27022.80| COMPACTED CRUSHED AGGREGATE, 8 | | | 0019 402-07432 272.900 TON | 51.00000 13917.90| 55.00000 15009.50| HMA SURFACE, TYPE A | | | 0020 402-07440 345.200 TON | 45.00000 15534.00| 48.00000 16569.60| HMA BASE. TYPE A | | | 0021 502-06627 77.700 SYS | 60.00000 4662.00| 85.00000 6604.50| PCCP, 6 IN. | | | 0022 603-01932 83.000 LFT | 42.00000 3486.00| 45.00000 3735.00| FENCE, CHAIN LINK, 96 IN. | | | 0023 603-04847 1.000 EACH| 1650.00000 1650.00| 1700.00000 1700.00| FENCE GATE , CHAIN LINK, 144 IN. X 8 FT.| | | 0024 604-04927 1607.100 LFT | 12.00000 19285.20| 13.00000 20892.30| CONCRETE CURB, MOUNTABLE | | | 0025 604-06069 142.000 SYS | 57.00000 8094.00| 48.00000 6816.00| CURB RAMP, CONCRETE | | | 0026 604-06070 355.900 SYS | 28.00000 9965.20| 38.00000 13524.20| SIDEWALK, CONCRETE | | | 0027 604-90256 3565.400 SYS | 36.00000 128354.40| 43.00000 153312.20| SIDEWALK, CONCRETE, 6 IN. | | | 0028 605-06120 431.600 LFT | 15.00000 6474.00| 22.00000 9495.20| CURB, CONCRETE | | | 0029 611-03668 2.000 EACH| 5000.00000 10000.00| 2400.00000 4800.00| URN , ARCHETECTURAL PRECAST STONE | | | 0030 611-03671 2.000 EACH| 4000.00000 8000.00| 600.00000 1200.00| TRASH RECEPTACLE | | | 0031 621-04258 10.000 LBS | 53.00000 530.00| 50.00000 500.00| SEED MIXTURE , A | | | 0032 621-06570 2406.000 CYS | 30.00000 72180.00| 22.00000 52932.00| TOP SOIL | | | 0033 621-06575 14127.000 SYS | 2.80000 39555.60| 4.00000 56508.00| SODDING, NURSERY | | | 0034 621-98038 142.000 CYS | 60.00000 8520.00| 45.00000 6390.00| MULCH, HARDWOOD SHREDDED BARK | | | 0035 622-05639 116.000 EACH| 47.00000 5452.00| 56.00000 6496.00| PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 810 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,253,829.57 ROUTE : CALL ORDER : 810 CONTRACT ID : R -26894-C COUNTIES : MARION LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1057871 | |AMERICAN CONTRACTING & SERVI|SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 622-05641 29.000 EACH| 85.00000 2465.00| 78.00000 2262.00| PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0037 622-05650 16.000 EACH| 425.00000 6800.00| 280.00000 4480.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0038 622-05651 41.000 EACH| 600.00000 24600.00| 360.00000 14760.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0039 622-05654 2292.000 EACH| 12.00000 27504.00| 12.00000 27504.00| PLANT, PERENNIAL | | | 0040 622-06573 1.000 EACH| 22000.00000 22000.00| 23000.00000 23000.00| IRRIGATION , LANDSCAPE | | | 0041 702-05696 195.000 SFT | 30.00000 5850.00| 8.00000 1560.00| WATERPROOFING , POOL | | | 0042 702-51005 177.200 CYS | 625.00000 110750.00| 500.00000 88600.00| CONCRETE, A, SUBSTRUCTURE | | | 0043 702-51015 13.100 CYS | 650.00000 8515.00| 280.00000 3668.00| CONCRETE, B, FOOTINGS | | | 0044 702-90915 42.500 CYS | 675.00000 28687.50| 500.00000 21250.00| CONCRETE, A | | | 0045 703-06029 12408.000 LBS | 0.80000 9926.40| 0.95000 11787.60| REINFORCING BARS, EPOXY COATED | | | 0046 706-03872 21.000 LFT | 375.00000 7875.00| 400.00000 8400.00| RAILING, ALUMINUM | | | 0047 711-05101 3000.000 LFT | 0.55000 1650.00| 1.40000 4200.00| EDGING , SPADED | | | 0048 712-04784 3.000 EACH| 1575.00000 4725.00| 1650.00000 4950.00| STRUCTURE , PANEL SUPPORT | | | 0049 714-44240 15.100 CYS | 675.00000 10192.50| 600.00000 9060.00| CONCRETE, A, STRUCTURES | | | 0050 715-05203 428.000 LFT | 8.00000 3424.00| 5.60000 2396.80| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0051 715-05711 889.000 LFT | 38.50000 34226.50| 17.00000 15113.00| PIPE, SANITARY SEWER, 6 IN. | | | 0052 715-05914 671.000 LFT | 30.00000 20130.00| 48.00000 32208.00| PIPE, PVC, 18 IN. | | | 0053 715-06696 165.000 LFT | 15.00000 2475.00| 43.00000 7095.00| PIPE, PVC, 10 IN. | | | 0054 715-07693 26.000 LFT | 28.00000 728.00| 9.00000 234.00| PIPE, UNDERDRAIN, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 810 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,253,829.57 ROUTE : CALL ORDER : 810 CONTRACT ID : R -26894-C COUNTIES : MARION LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1057871 | |AMERICAN CONTRACTING & SERVI|SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-46020 1.000 EACH| 500.00000 500.00| 600.00000 600.00| PIPE END SECTION, 24 IN. | | | 0056 715-90714 311.000 LFT | 18.00000 5598.00| 38.00000 11818.00| PIPE, PVC, 12 IN. | | | 0057 715-91361 334.000 LFT | 12.00000 4008.00| 20.00000 6680.00| PIPE, PVC, 6 IN. | | | 0058 715-92037 193.000 LFT | 14.00000 2702.00| 11.00000 2123.00| PIPE, PVC, 4 IN. | | | 0059 715-96960 329.000 LFT | 20.00000 6580.00| 42.00000 13818.00| PIPE, PVC, 15 IN. | | | 0060 716-07633 139.000 LFT | 500.00000 69500.00| 500.00000 69500.00| PIPE INSTALLATION, TRENCHLESS, 24 IN. | | | 0061 718-04986 15.000 EACH| 600.00000 9000.00| 180.00000 2700.00| CLEANOUT , SANITARY SEWER, 6 IN. | | | 0062 718-52610 63.400 CYS | 60.00000 3804.00| 38.00000 2409.20| AGGREGATE FOR UNDERDRAINS | | | 0063 720-03194 2.000 EACH| 5500.00000 11000.00| 2900.00000 5800.00| MANHOLE , STORM | | | 0064 720-04682 1.000 EACH| 1200.00000 1200.00| 5800.00000 5800.00| INLET , SANITARY MH CONVERSION | | | 0065 720-44000 1.000 EACH| 550.00000 550.00| 300.00000 300.00| CASTING, ADJUST TO GRADE | | | 0066 720-45270 6.000 EACH| 800.00000 4800.00| 750.00000 4500.00| PIPE CATCH BASIN, 18 IN. | | | 0067 720-96422 13.000 EACH| 1500.00000 19500.00| 1700.00000 22100.00| INLET, A, MODIFIED | | | 0068 720-96851 1.000 EACH| 1800.00000 1800.00| 2600.00000 2600.00| INLET, J13 | | | 0069 732-03943 2.000 EACH| 1300.00000 2600.00| 400.00000 800.00| WATER VALVE , VALVE BOX, 1.5 IN. | | | 0070 732-03943 2.000 EACH| 1400.00000 2800.00| 450.00000 900.00| WATER VALVE , VALVE BOX, 2 IN. | | | 0071 732-03943 1.000 EACH| 1600.00000 1600.00| 470.00000 470.00| WATER VALVE , VALVE BOX, 3 IN. | | | 0072 732-03943 1.000 EACH| 25000.00000 25000.00| 650.00000 650.00| WATER VALVE /DRAIN PIT | | | 0073 732-03944 1.000 EACH| 4000.00000 4000.00| 750.00000 750.00| BACKFLOW PREVENTER , ASSEMBLY, 1.5 IN. | | | 0074 732-03944 1.000 EACH| 4500.00000 4500.00| 800.00000 800.00| BACKFLOW PREVENTER , ASSEMBLY, 3 IN. | | | 0075 732-04751 15.000 EACH| 1500.00000 22500.00| 300.00000 4500.00| WATER SERVICE CONNECTION, 0.75 IN., | | | COPPER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 810 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,253,829.57 ROUTE : CALL ORDER : 810 CONTRACT ID : R -26894-C COUNTIES : MARION LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1057871 | |AMERICAN CONTRACTING & SERVI|SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 732-04751 9.000 EACH| 1500.00000 13500.00| 300.00000 2700.00| WATER SERVICE CONNECTION, 0.75 IN., | | | STEEL | | | 0077 732-04961 LUMP| 85000.00000 85000.00| 8000.00000 8000.00| FOUNTAIN FEEDER | | | 0078 732-04961 LUMP| 8500.00000 8500.00| 97000.00000 97000.00| FOUNTAIN MECHANICAL SYSTEM | | | 0079 732-04964 840.000 LFT | 12.00000 10080.00| 9.00000 7560.00| WATER MAIN , PVC, 1.5 IN. | | | 0080 732-04964 1001.000 LFT | 13.00000 13013.00| 12.00000 12012.00| WATER MAIN , PVC, 2 IN. | | | 0081 732-04964 293.000 LFT | 15.00000 4395.00| 14.00000 4102.00| WATER MAIN , PVC, 3 IN. | | | 0082 732-04987 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| CONNECTION WATER, CUT-IN TEE, 3 IN. | | | 0083 802-07696 8.000 EACH| 1050.00000 8400.00| 1090.00000 8720.00| POST, WOOD, 6 IN. X 6 IN. | | | 0084 802-07696 1.000 EACH| 2000.00000 2000.00| 2101.00000 2101.00| POST, WOOD, 6 IN. X 6 IN. , 200 AMP | | | SWITCH | | | 0085 805-02728 3700.000 LFT | 4.10000 15170.00| 4.50000 16650.00| CONDUIT, PVC, 1 IN. | | | 0086 805-04197 90.000 LFT | 24.00000 2160.00| 25.30000 2277.00| CONDUIT, PVC, 6 IN. | | | 0087 805-06595 400.000 LFT | 7.50000 3000.00| 8.03000 3212.00| CONDUIT, PVC, 2 IN. , WOOD, 6 IN. X 6 | | | IN. | | | 0088 805-06600 3400.000 LFT | 9.20000 31280.00| 10.00000 34000.00| CONDUIT, PVC, 3 IN. | | | 0089 805-87780 8.000 EACH| 95.00000 760.00| 100.10000 800.80| CIRCUIT BREAKER , AMP 3-PHASE | | | 0090 805-95568 90.000 LFT | 18.00000 1620.00| 19.00000 1710.00| CONDUIT, PVC, 4 IN. | | | 0091 807-03970 15.000 EACH| 2750.00000 41250.00| 2970.00000 44550.00| LIGHT POLE BASE | | | 0092 807-04651 5100.000 LFT | 7.60000 38760.00| 8.25000 42075.00| WIRE , MCM, THHN | | | 0093 807-04651 2500.000 LFT | 2.00000 5000.00| 2.10000 5250.00| WIRE , NO. 1/0 | | | 0094 807-04651 1800.000 LFT | 2.40000 4320.00| 2.56000 4608.00| WIRE , THHN, NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 810 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,253,829.57 ROUTE : CALL ORDER : 810 CONTRACT ID : R -26894-C COUNTIES : MARION LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1057871 | |AMERICAN CONTRACTING & SERVI|SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 807-04651 4000.000 LFT | 1.25000 5000.00| 1.33000 5320.00| WIRE , THHN, NO. 10 | | | 0096 807-04651 40.000 LFT | 4.75000 190.00| 4.92000 196.80| WIRE , THHN, NO. 8 | | | 0097 807-04654 1.000 EACH| 1550.00000 1550.00| 1628.00000 1628.00| LIGHT POLE BASE, LIGHT ONLY | | | 0098 807-04744 LUMP| 19000.00000 19000.00| 19580.00000 19580.00| LIGHTING , PLAZA | | | 0099 807-04866 8.000 EACH| 1000.00000 8000.00| 1034.00000 8272.00| LUMINAIRE , TYPE B | | | 0100 807-04866 18.000 EACH| 2950.00000 53100.00| 3190.00000 57420.00| LUMINAIRE , TYPE C | | | 0101 807-04866 16.000 EACH| 3150.00000 50400.00| 3410.00000 54560.00| LUMINAIRE AND POST, TYPE A | | | 0102 807-05073 2.000 EACH| 325.00000 650.00| 336.60000 673.20| JUNCTION BOX , NON-METALLIC, 26 IN. X 6 | | | IN. X 2 IN. | | | 0103 807-06796 8.000 EACH| 1350.00000 10800.00| 1441.00000 11528.00| ELECTRIC BOX, 24 IN. X 24 IN. X 18 IN. ,| | | QUARTZITE | | | 0104 807-06796 1.000 EACH| 3400.00000 3400.00| 3630.00000 3630.00| ELECTRIC SERVICE, 225 AMP 120/280 V | | | 0105 807-06796 2.000 EACH| 3800.00000 7600.00| 4070.00000 8140.00| ELECTRIC SERVICE, SINGLE PHASE | | | 0106 807-06796 1.000 EACH| 4000.00000 4000.00| 4290.00000 4290.00| ELECTRIC SERVICE, THREE PHASE | | | SECTION TOTALS | $ 1,989,723.35| $ 2,029,106.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,989,723.35| $ 2,029,106.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 820 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 381,060.00 ROUTE : I-69 CALL ORDER : 820 CONTRACT ID : B -26748-B COUNTIES : HUNTINGTON LETTING DATE : 06/10/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/03/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-3350477 EAGLE PAINTING & MAINTENANCE $ 338,000.00 100.0000% 2 35-1841931 VENUS PAINTING COMPANY $ 340,000.00 100.5917% 3 35-1602596 ICARUS INDUSTRIAL PAINTING $ 432,000.00 127.8106% ==================================================================================================================================== |(1) 36-3350477 |(2) 35-1841931 |(3) 35-1602596 |EAGLE PAINTING & MAINTENANCE|VENUS PAINTING COMPANY |ICARUS INDUSTRIAL PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 20000.00000 20000.00| 3000.00000 3000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR NO 1 | | | 0003 619-05926 LUMP| 20000.00000 20000.00| 3000.00000 3000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR NO 2 | | | 0004 619-60806 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 1 | | | 0005 619-60806 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 2 | | | 0006 619-95457 LUMP| 132500.00000 132500.00| 150000.00000 150000.00| 201000.00000 201000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 1 | | | 0007 619-95457 LUMP| 132500.00000 132500.00| 150000.00000 150000.00| 201000.00000 201000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 2 | | | 0008 709-51821 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 SURFACE SEAL , STR NO 1 | | | 0009 709-51821 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 SURFACE SEAL , STR NO 2 | | | SECTION TOTALS | $ 338,000.00| $ 340,000.00| $ 432,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 338,000.00| $ 340,000.00| $ 432,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 830 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 430,949.13 ROUTE : US 40 CALL ORDER : 830 CONTRACT ID : M -26427-B COUNTIES : WAYNE LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : 30000AA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 433,713.00 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2000.00000 2000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2100.00000 6300.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 21650.00000 21650.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 21470.000 SYS | 2.00000 42940.00| | SURFACE MILLING, ASPHALT , 1" | | | 0005 303-52308 35.000 TON | 35.00000 1225.00| | COMPACTED AGGREGATE, O, 53 | | | 0006 304-07490 1300.000 TON | 93.25000 121225.00| | HMA PATCHING, TYPE B | | | 0007 401-07321 3755.000 TON | 41.00000 153955.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0008 406-05520 11.500 TON | 200.00000 2300.00| | ASPHALT FOR TACK COAT | | | 0009 406-07772 27372.000 LFT | 0.90000 24634.80| | EXTRUDED POLYMERIC ASPHALT JOINT | | | COMPOUND | | | 0010 610-07487 235.000 TON | 85.00000 19975.00| | HMA FOR APPROACHES, TYPE B | | | 0011 801-06203 1912.000 LFT | 0.63000 1204.56| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0012 801-06640 36.000 EACH| 68.00000 2448.00| | CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 21150.61000 21150.61| | MAINTAINING TRAFFIC | | | 0014 805-02503 3400.000 LFT | 0.31000 1054.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0015 805-78795 600.000 LFT | 10.50000 6300.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 830 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 430,949.13 ROUTE : US 40 CALL ORDER : 830 CONTRACT ID : M -26427-B COUNTIES : WAYNE LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 805-92951 4.000 EACH| 185.00000 740.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0017 808-06711 4145.000 LFT | 0.11000 455.95| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0018 808-06713 16580.000 LFT | 0.08000 1326.40| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 16580.000 LFT | 0.08000 1326.40| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-06723 4.000 EACH| 57.00000 228.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0021 808-06724 4.000 EACH| 68.00000 272.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0022 808-06726 362.000 LFT | 1.57000 568.34| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0023 808-75060 390.000 LFT | 0.79000 308.10| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 12 IN. | | | 0024 808-75100 484.000 LFT | 0.26000 125.84| | TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 6 IN. | | | SECTION TOTALS | $ 433,713.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 433,713.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 840 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 596,699.69 ROUTE : 32 CALL ORDER : 840 CONTRACT ID : M -26778-B COUNTIES : DELAWARE MADISON LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : 30000AB SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 598,930.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 681,701.60 113.8199% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 2100.00000 2100.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1664.00000 4992.00| 2400.00000 7200.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 29000.00000 29000.00| 35000.00000 35000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02265 1.000 EACH| 2000.00000 2000.00| 1100.00000 1100.00| TREE, 48 IN., REMOVE | | | 0005 202-60820 2728.000 SYS | 5.00000 13640.00| 3.10000 8456.80| SURFACE MILLING, ASPHALT , 1" | | | 0006 303-01180 1053.000 TON | 17.00000 17901.00| 18.00000 18954.00| COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 1969.000 TON | 55.00000 108295.00| 105.00000 206745.00| HMA PATCHING, TYPE B | | | 0008 401-07328 5635.000 TON | 45.00000 253575.00| 44.00000 247940.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0009 406-05520 17.000 TON | 183.00000 3111.00| 170.00000 2890.00| ASPHALT FOR TACK COAT | | | 0010 406-07772 19200.000 LFT | 0.90000 17280.00| 1.30000 24960.00| EXTRUDED POLYMERIC ASPHALT JOINT | | | COMPOUND | | | 0011 506-06333 200.000 SYS | 60.00000 12000.00| 120.00000 24000.00| PCCP PATCHING, FULL DEPTH , 13" or | | | match existing depth | | | 0012 610-07487 443.000 TON | 85.00000 37655.00| 87.00000 38541.00| HMA FOR APPROACHES, TYPE B | | | 0013 801-06207 3360.000 LFT | 0.40000 1344.00| 0.65000 2184.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 840 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 596,699.69 ROUTE : 32 CALL ORDER : 840 CONTRACT ID : M -26778-B COUNTIES : DELAWARE MADISON LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06640 22.000 EACH| 135.00000 2970.00| 81.00000 1782.00| CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 75590.00000 75590.00| 48000.00000 48000.00| MAINTAINING TRAFFIC | | | 0016 808-06712 3012.000 LFT | 0.35000 1054.20| 0.14000 421.68| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06713 218.000 LFT | 0.35000 76.30| 0.49000 106.82| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 21550.000 LFT | 0.35000 7542.50| 0.09000 1939.50| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-75996 328.000 EACH| 3.00000 984.00| 5.60000 1836.80| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 328.000 EACH| 15.00000 4920.00| 23.00000 7544.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 598,930.00| $ 681,701.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 598,930.00| $ 681,701.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 850 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,825.00 ROUTE : SR 19 CALL ORDER : 850 CONTRACT ID : M -26781-B COUNTIES : HAMILTON LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 552,167.37 100.0000% 2 35-1139301 E & B PAVING, INC. $ 563,000.00 101.9618% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 563,689.20 102.0866% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 579,083.69 104.8746% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1139301 |(3) 35-0918397 |SHELLY & SANDS, INC. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2251.79000 2251.79| 2100.00000 2100.00| 2300.00000 2300.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 19000.00000 19000.00| 28150.00000 28150.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 15700.000 SYS | 0.81000 12717.00| 1.50000 23550.00| 1.40000 21980.00 SURFACE MILLING, ASPHALT , 1" to 1 1/4" | | | 0004 303-52308 132.000 TON | 11.60000 1531.20| 35.00000 4620.00| 54.00000 7128.00 COMPACTED AGGREGATE, O, 53 | | | 0005 304-07490 1900.000 TON | 147.37000 280003.00| 125.00000 237500.00| 100.00000 190000.00 HMA PATCHING, TYPE B | | | 0006 401-06264 LUMP| 1072.28000 1072.28| 3000.00000 3000.00| 1600.00000 1600.00 PROFILOGRAPH, HMA | | | 0007 401-07321 6090.000 TON | 31.00000 188790.00| 35.00000 213150.00| 37.00000 225330.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0008 406-05520 18.000 TON | 199.27000 3586.86| 215.00000 3870.00| 180.00000 3240.00 ASPHALT FOR TACK COAT | | | 0009 610-07487 210.000 TON | 91.00000 19110.00| 80.00000 16800.00| 87.00000 18270.00 HMA FOR APPROACHES, TYPE B | | | 0010 801-06203 1827.000 LFT | 0.80000 1461.60| 0.28000 511.56| 0.64000 1169.28 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 47.000 EACH| 67.02000 3149.94| 62.50000 2937.50| 69.00000 3243.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 11333.33000 11333.33| 19207.00000 19207.00| 53000.00000 53000.00 MAINTAINING TRAFFIC | | | 0013 801-07118 96.000 LFT | 6.49000 623.04| 6.05000 580.80| 6.70000 643.20 BARRICADE, III-A | | | 0014 801-07119 96.000 LFT | 7.40000 710.40| 6.90000 662.40| 7.70000 739.20 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 850 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,825.00 ROUTE : SR 19 CALL ORDER : 850 CONTRACT ID : M -26781-B COUNTIES : HAMILTON LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1139301 |(3) 35-0918397 |SHELLY & SANDS, INC. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-01226 228.000 EACH| 13.40000 3055.20| 12.50000 2850.00| 14.00000 3192.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0016 808-06712 4227.000 LFT | 0.14000 591.78| 0.13000 549.51| 0.14000 591.78 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06714 6511.000 LFT | 0.14000 911.54| 0.13000 846.43| 0.14000 911.54 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-06723 2.000 EACH| 80.42000 160.84| 75.00000 150.00| 83.00000 166.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0019 808-06724 1.000 EACH| 101.87000 101.87| 95.00000 95.00| 110.00000 110.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0020 808-06726 124.000 LFT | 1.88000 233.12| 1.75000 217.00| 1.90000 235.60 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0021 808-75140 2.000 EACH| 262.71000 525.42| 245.00000 490.00| 270.00000 540.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0022 808-75996 228.000 EACH| 5.47000 1247.16| 5.10000 1162.80| 5.70000 1299.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 552,167.37| $ 563,000.00| $ 563,689.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 552,167.37| $ 563,000.00| $ 563,689.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 850 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,825.00 ROUTE : SR 19 CALL ORDER : 850 CONTRACT ID : M -26781-B COUNTIES : HAMILTON LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 15700.000 SYS | 1.10000 17270.00| | SURFACE MILLING, ASPHALT , 1" to 1 1/4" | | | 0004 303-52308 132.000 TON | 26.00000 3432.00| | COMPACTED AGGREGATE, O, 53 | | | 0005 304-07490 1900.000 TON | 105.00000 199500.00| | HMA PATCHING, TYPE B | | | 0006 401-06264 LUMP| 2800.00000 2800.00| | PROFILOGRAPH, HMA | | | 0007 401-07321 6090.000 TON | 43.00000 261870.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0008 406-05520 18.000 TON | 400.00000 7200.00| | ASPHALT FOR TACK COAT | | | 0009 610-07487 210.000 TON | 60.00000 12600.00| | HMA FOR APPROACHES, TYPE B | | | 0010 801-06203 1827.000 LFT | 0.75000 1370.25| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 47.000 EACH| 62.50000 2937.50| | CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 43500.00000 43500.00| | MAINTAINING TRAFFIC | | | 0013 801-07118 96.000 LFT | 6.05000 580.80| | BARRICADE, III-A | | | 0014 801-07119 96.000 LFT | 6.90000 662.40| | BARRICADE, III-B | | | 0015 808-01226 228.000 EACH| 12.50000 2850.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0016 808-06712 4227.000 LFT | 0.13000 549.51| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06714 6511.000 LFT | 0.13000 846.43| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-06723 2.000 EACH| 75.00000 150.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0019 808-06724 1.000 EACH| 95.00000 95.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 850 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,825.00 ROUTE : SR 19 CALL ORDER : 850 CONTRACT ID : M -26781-B COUNTIES : HAMILTON LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-06726 124.000 LFT | 1.75000 217.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0021 808-75140 2.000 EACH| 245.00000 490.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0022 808-75996 228.000 EACH| 5.10000 1162.80| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 579,083.69| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 579,083.69| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 860 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 78,032.90 ROUTE : INST CALL ORDER : 860 CONTRACT ID : M -26850-B COUNTIES : HENRY WAYNE LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9999OAA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 78,427.50 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 79,922.50 101.9062% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 3900.00000 3900.00| 3975.00000 3975.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 402-07432 845.000 TON | 59.50000 50277.50| 69.00000 58305.00| HMA SURFACE, TYPE A | | | 0003 402-07435 106.000 TON | 45.00000 4770.00| 68.00000 7208.00| HMA INTERMEDIATE, TYPE A | | | 0004 402-07440 142.000 TON | 40.00000 5680.00| 66.00000 9372.00| HMA BASE. TYPE A | | | 0005 406-05520 2.500 TON | 240.00000 600.00| 225.00000 562.50| ASPHALT FOR TACK COAT | | | 0006 801-06775 LUMP| 13200.00000 13200.00| 500.00000 500.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 78,427.50| $ 79,922.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 78,427.50| $ 79,922.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 870 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,674.48 ROUTE : US 40 CALL ORDER : 870 CONTRACT ID : M -26860-B COUNTIES : HENRY WAYNE LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 300000AE SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 286,522.28 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 324,510.10 113.2582% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 | |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURES AND SMALL STRUCTURE REPAIRS | | | 0001 105-06845 LUMP| 2800.00000 2800.00| 3100.00000 3100.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1800.00000 5400.00| 1500.00000 4500.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 14400.00000 14400.00| 16000.00000 16000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 100.000 LFT | 8.00000 800.00| 7.35000 735.00| GUARDRAIL, REMOVE | | | 0005 202-51328 LUMP| 13070.00000 13070.00| 5250.00000 5250.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0006 202-51328 LUMP| 11254.00000 11254.00| 9200.00000 9200.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0007 202-51328 LUMP| 10900.00000 10900.00| 5325.00000 5325.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0008 202-51328 LUMP| 14777.00000 14777.00| 9100.00000 9100.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0009 203-02070 120.000 CYS | 15.00000 1800.00| 20.00000 2400.00| BORROW | | | 0010 210-07095 LUMP| 6394.00000 6394.00| 10000.00000 10000.00| TEMPORARY APPROACHES | | | 0011 303-01180 25.500 TON | 50.00000 1275.00| 25.00000 637.50| COMPACTED AGGREGATE, NO. 53 | | | 0012 303-04853 39.800 TON | 40.00000 1592.00| 30.00000 1194.00| COMPACTED AGGREGATE , 2 | | | 0013 303-94433 82.600 CYS | 30.00000 2478.00| 60.00000 4956.00| AGGREGATE, 12 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 870 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,674.48 ROUTE : US 40 CALL ORDER : 870 CONTRACT ID : M -26860-B COUNTIES : HENRY WAYNE LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 | |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 304-07490 120.000 TON | 123.00000 14760.00| 109.00000 13080.00| HMA PATCHING, TYPE B | | | 0015 402-07453 460.000 TON | 61.00000 28060.00| 54.00000 24840.00| HMA FOR TEMPORARY PAVEMENT | | | 0016 601-06854 1.000 EACH| 3600.00000 3600.00| 3300.00000 3300.00| GUARDRAIL, W-BEAM, NESTED | | | 0017 601-92948 25.000 LFT | 4.50000 112.50| 4.20000 105.00| GUARDRAIL, ADJUST HEIGHT | | | 0018 602-06639 425.000 LFT | 16.00000 6800.00| 30.00000 12750.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06646 200.000 LFT | 14.00000 2800.00| 28.00000 5600.00| TEMPORARY CONCRETE BARRIER | | | 0020 616-02320 207.000 SYS | 2.00000 414.00| 4.00000 828.00| GEOTEXTILES | | | 0021 616-06451 50.000 TON | 27.12000 1356.00| 25.00000 1250.00| RIPRAP, UNIFORM | | | 0022 621-01004 5.000 EACH| 395.00000 1975.00| 370.00000 1850.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 292.000 SYS | 2.99000 873.08| 3.00000 876.00| MULCHED SEEDING, R | | | 0024 621-06560 500.000 SYS | 2.60000 1300.00| 2.80000 1400.00| MULCHED SEEDING, U | | | 0025 621-06570 281.500 CYS | 20.00000 5630.00| 35.00000 9852.50| TOP SOIL | | | 0026 702-44240 55.000 CYS | 466.68000 25667.40| 1400.00000 77000.00| CONCRETE, A, STRUCTURES | | | 0027 702-51863 348.000 EACH| 6.00000 2088.00| 15.00000 5220.00| FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51032 23834.000 LBS | 0.70000 16683.80| 0.65000 15492.10| REINFORCING STEEL, EPOXY COATED | | | 0029 715-05118 15.000 LFT | 75.27000 1129.05| 50.00000 750.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0030 715-05121 48.000 LFT | 66.69000 3201.12| 52.00000 2496.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0031 715-46000 1.000 EACH| 176.00000 176.00| 500.00000 500.00| PIPE END SECTION, 12 IN. | | | 0032 725-07735 104.500 LFT | 409.74000 42817.83| 375.00000 39187.50| PIPE LINER, THERMOPLASTIC, 21.9 SFT | | | 0033 801-06207 11000.000 LFT | 1.02000 11220.00| 0.95000 10450.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 870 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,674.48 ROUTE : US 40 CALL ORDER : 870 CONTRACT ID : M -26860-B COUNTIES : HENRY WAYNE LETTING DATE : 06/10/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 | |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06640 26.000 EACH| 83.00000 2158.00| 80.00000 2080.00| CONSTRUCTION SIGN, A | | | 0035 801-06710 220.000 DAY | 14.00000 3080.00| 12.60000 2772.00| FLASHING ARROW SIGN | | | 0036 801-06775 LUMP| 2158.00000 2158.00| 2000.00000 2000.00| MAINTAINING TRAFFIC , STR. NO. 1 | | | 0037 801-06775 LUMP| 3001.00000 3001.00| 6500.00000 6500.00| MAINTAINING TRAFFIC , STR. NO. 2 | | | 0038 801-06775 LUMP| 2158.00000 2158.00| 2000.00000 2000.00| MAINTAINING TRAFFIC , STR. NO. 3 | | | 0039 801-06775 LUMP| 4316.00000 4316.00| 1000.00000 1000.00| MAINTAINING TRAFFIC , STR. NO. 4 | | | 0040 801-06775 LUMP| 8902.00000 8902.00| 6000.00000 6000.00| MAINTAINING TRAFFIC , STR. NO. 5 | | | 0041 801-07119 192.000 LFT | 8.00000 1536.00| 7.50000 1440.00| BARRICADE, III-B | | | 0042 804-06725 24.000 EACH| 16.00000 384.00| 14.75000 354.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0043 808-06711 200.000 LFT | 0.57000 114.00| 0.53000 106.00| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0044 808-06713 1000.000 LFT | 0.57000 570.00| 0.53000 530.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-06714 500.000 LFT | 0.57000 285.00| 0.53000 265.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0046 808-06716 450.000 LFT | 0.57000 256.50| 0.53000 238.50| LINE, REMOVE | | | SECTION TOTALS | $ 286,522.28| $ 324,510.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 286,522.28| $ 324,510.10| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 880 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 660,687.08 ROUTE : 441 CALL ORDER : 880 CONTRACT ID : M -26864-B COUNTIES : KNOX LETTING DATE : 06/10/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 667,653.00 100.0000% ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | 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 110-01001 LUMP| 21650.00000 21650.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 48500.000 SYS | 1.19000 57715.00| | SURFACE MILLING, ASPHALT | | | 0003 304-07490 950.000 TON | 135.00000 128250.00| | HMA PATCHING, TYPE B | | | 0004 401-07334 3820.000 TON | 45.90000 175338.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0005 402-07451 50.000 TON | 59.50000 2975.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0006 406-05520 15.000 TON | 210.00000 3150.00| | ASPHALT FOR TACK COAT | | | 0007 503-05240 96.000 LFT | 5.15000 494.40| | D-1 CONTRACTION JOINT | | | 0008 506-06333 1250.000 SYS | 113.00000 141250.00| | PCCP PATCHING, FULL DEPTH | | | 0009 506-06334 50.000 SYS | 188.00000 9400.00| | PCCP PATCHING, PARTIAL DEPTH | | | 0010 605-06120 300.000 LFT | 23.50000 7050.00| | CURB, CONCRETE | | | 0011 605-06144 150.000 LFT | 23.50000 3525.00| | CURB AND GUTTER, A, CONCRETE | | | 0012 610-07487 100.000 TON | 143.00000 14300.00| | HMA FOR APPROACHES, TYPE B | | | 0013 720-44000 20.000 EACH| 900.00000 18000.00| | CASTING, ADJUST TO GRADE | | | 0014 801-06198 10.000 DAY | 1240.00000 12400.00| | PATROLLER | | | 0015 801-06203 1320.000 LFT | 1.00000 1320.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 880 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 660,687.08 ROUTE : 441 CALL ORDER : 880 CONTRACT ID : M -26864-B COUNTIES : KNOX LETTING DATE : 06/10/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06207 1320.000 LFT | 1.15000 1518.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 51.000 EACH| 70.00000 3570.00| | CONSTRUCTION SIGN, A | | | 0018 801-06710 10.000 DAY | 16.00000 160.00| | FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 52950.00000 52950.00| | MAINTAINING TRAFFIC | | | 0020 805-78470 480.000 LFT | 0.35000 168.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0021 805-78785 4.000 EACH| 530.00000 2120.00| | SIGNAL DETECTOR HOUSING | | | 0022 805-78795 144.000 LFT | 9.40000 1353.60| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0023 808-05929 400.000 LFT | 1.27000 508.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0024 808-06701 1000.000 LFT | 0.30000 300.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0025 808-06703 500.000 LFT | 0.30000 150.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0026 808-75240 600.000 LFT | 0.30000 180.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0027 808-75245 15300.000 LFT | 0.30000 4590.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0028 808-75247 100.000 LFT | 0.95000 95.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 6 | | | IN. | | | 0029 808-75256 60.000 LFT | 1.30000 78.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0030 808-75297 300.000 LFT | 3.85000 1155.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0031 808-75320 10.000 EACH| 58.00000 580.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 880 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 660,687.08 ROUTE : 441 CALL ORDER : 880 CONTRACT ID : M -26864-B COUNTIES : KNOX LETTING DATE : 06/10/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 808-75325 10.000 EACH| 78.00000 780.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0033 808-75340 2.000 EACH| 290.00000 580.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 667,653.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 667,653.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 890 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 474,257.96 ROUTE : 57, OLD US 50 CALL ORDER : 890 CONTRACT ID : M -26866-B COUNTIES : DAVIESS LETTING DATE : 06/10/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 467,295.25 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 496,694.00 106.2912% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 | |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 4.000 MOS | 1400.00000 5600.00| 1600.00000 6400.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 22200.00000 22200.00| 24000.00000 24000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 64180.000 SYS | 0.95000 60971.00| 0.52000 33373.60| SURFACE MILLING, ASPHALT | | | 0004 304-07490 275.000 TON | 145.00000 39875.00| 195.00000 53625.00| HMA PATCHING, TYPE B | | | 0005 401-07334 5100.000 TON | 44.00000 224400.00| 54.00000 275400.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0006 402-07451 100.000 TON | 42.00000 4200.00| 55.00000 5500.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0007 405-05517 6.000 TON | 282.00000 1692.00| 380.00000 2280.00| ASPHALT FOR PRIME COAT | | | 0008 406-05520 17.000 TON | 210.00000 3570.00| 180.00000 3060.00| ASPHALT FOR TACK COAT | | | 0009 605-05523 50.000 LFT | 47.00000 2350.00| 25.00000 1250.00| CURB, HMA | | | 0010 605-06120 100.000 LFT | 35.00000 3500.00| 60.00000 6000.00| CURB, CONCRETE | | | 0012 720-44000 5.000 EACH| 385.00000 1925.00| 600.00000 3000.00| CASTING, ADJUST TO GRADE | | | 0013 801-06203 1250.000 LFT | 1.00000 1250.00| 1.20000 1500.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0014 801-06207 1250.000 LFT | 1.15000 1437.50| 3.00000 3750.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 61.000 EACH| 75.00000 4575.00| 66.00000 4026.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 890 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 474,257.96 ROUTE : 57, OLD US 50 CALL ORDER : 890 CONTRACT ID : M -26866-B COUNTIES : DAVIESS LETTING DATE : 06/10/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 | |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06775 LUMP| 28500.00000 28500.00| 22300.00000 22300.00| MAINTAINING TRAFFIC | | | 0017 805-78470 480.000 LFT | 0.35000 168.00| 0.35000 168.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0019 805-78795 144.000 LFT | 9.40000 1353.60| 8.30000 1195.20| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0020 808-06703 2500.000 LFT | 0.29000 725.00| 0.25000 625.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0021 808-75240 2300.000 LFT | 0.29000 667.00| 0.25000 575.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0022 808-75245 23900.000 LFT | 0.29000 6931.00| 0.25000 5975.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0023 808-75247 50.000 LFT | 1.00000 50.00| 0.85000 42.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 6 | | | IN. | | | 0024 808-75256 108.000 LFT | 1.30000 140.40| 1.15000 124.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0025 808-75297 440.000 LFT | 3.85000 1694.00| 3.35000 1474.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0026 808-75300 830.000 LFT | 1.00000 830.00| 0.85000 705.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0027 808-75320 44.000 EACH| 56.50000 2486.00| 50.00000 2200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 38.000 EACH| 79.00000 3002.00| 70.00000 2660.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0029 808-75340 2.000 EACH| 300.00000 600.00| 260.00000 520.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0030 808-75350 2.000 EACH| 117.00000 234.00| 105.00000 210.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | 0031 808-75996 185.000 EACH| 11.75000 2173.75| 7.00000 1295.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 890 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 474,257.96 ROUTE : 57, OLD US 50 CALL ORDER : 890 CONTRACT ID : M -26866-B COUNTIES : DAVIESS LETTING DATE : 06/10/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 | |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 808-75998 185.000 EACH| 23.50000 4347.50| 21.00000 3885.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0033 808-96016 100.000 LFT | 2.00000 200.00| 1.75000 175.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0034 610-07487 245.000 TON | 145.50000 35647.50| 120.00000 29400.00| HMA FOR APPROACHES, TYPE B | | | SECTION TOTALS | $ 467,295.25| $ 496,694.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 467,295.25| $ 496,694.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 900 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 179,208.44 ROUTE : SR 5 CALL ORDER : 900 CONTRACT ID : M -26874-B COUNTIES : WHITLEY LETTING DATE : 06/10/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 400000Z SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 179,214.50 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 179,952.40 100.4117% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 183,386.50 102.3279% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1065659 |(3) 35-1185040 |YARDBERRY LANDSCAPE |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 2150.00000 8600.00| 1500.00000 6000.00| 1500.00000 6000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 6000.00000 6000.00| 8990.00000 8990.00| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 1.000 EACH| 6000.00000 6000.00| 15000.00000 15000.00| 30500.00000 30500.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-90014 2.050 STA | 1900.00000 3895.00| 5100.00000 10455.00| 5700.00000 11685.00 LINEAR GRADING | | | 0006 205-06937 200.000 LFT | 1.96000 392.00| 3.24000 648.00| 4.00000 800.00 TEMPORARY SILT FENCE | | | 0007 211-02050 1135.000 CYS | 24.00000 27240.00| 16.00000 18160.00| 14.00000 15890.00 B BORROW FOR STRUCTURAL BACKFILL | | | 0008 303-01180 70.000 TON | 28.00000 1960.00| 22.00000 1540.00| 20.00000 1400.00 COMPACTED AGGREGATE, NO. 53 | | | 0009 402-07433 55.000 TON | 85.00000 4675.00| 75.00000 4125.00| 60.00000 3300.00 HMA SURFACE, TYPE B ,9.5 MM | | | 0010 406-05520 0.200 TON | 925.00000 185.00| 200.00000 40.00| 250.00000 50.00 ASPHALT FOR TACK COAT | | | 0011 603-05727 200.000 LFT | 12.00000 2400.00| 5.10000 1020.00| 13.00000 2600.00 FENCE, FARM FIELD, TENSION WIRE, 47 IN. | | | 0012 610-07487 8.000 TON | 140.00000 1120.00| 68.00000 544.00| 100.00000 800.00 HMA FOR APPROACHES, TYPE B | | | 0013 616-02320 850.000 SYS | 3.50000 2975.00| 2.00000 1700.00| 3.00000 2550.00 GEOTEXTILES | | | 0014 616-06405 640.000 TON | 30.00000 19200.00| 19.00000 12160.00| 20.00000 12800.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 900 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 179,208.44 ROUTE : SR 5 CALL ORDER : 900 CONTRACT ID : M -26874-B COUNTIES : WHITLEY LETTING DATE : 06/10/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1065659 |(3) 35-1185040 |YARDBERRY LANDSCAPE |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 621-01004 1.000 EACH| 750.00000 750.00| 545.00000 545.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06548 5.000 LBS | 150.00000 750.00| 25.00000 125.00| 25.00000 125.00 SEED MIXTURE, CV | | | 0017 621-06559 2250.000 SYS | 0.65000 1462.50| 0.64000 1440.00| 0.65000 1462.50 MULCHED SEEDING, R | | | 0018 715-04612 120.000 LFT | 572.00000 68640.00| 625.00000 75000.00| 600.00000 72000.00 PIPE , REIN. CONC., II, DO.0=50, 102 IN.| | | 0019 715-05049 80.000 LFT | 30.00000 2400.00| 26.00000 2080.00| 10.00000 800.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0020 715-05203 20.000 LFT | 50.00000 1000.00| 22.00000 440.00| 15.00000 300.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0021 715-06816 2.000 EACH| 2100.00000 4200.00| 2000.00000 4000.00| 2700.00000 5400.00 CONCRETE ANCHOR, 120 IN. | | | 0022 720-45265 1.000 EACH| 1300.00000 1300.00| 1200.00000 1200.00| 750.00000 750.00 PIPE CATCH BASIN, 15 IN. | | | 0023 801-06625 22.000 EACH| 55.00000 1210.00| 49.00000 1078.00| 50.00000 1100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0024 801-06640 24.000 EACH| 110.00000 2640.00| 77.00000 1848.00| 80.00000 1920.00 CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 2000.00000 2000.00| 7500.00000 7500.00| 2800.00000 2800.00 MAINTAINING TRAFFIC | | | 0026 801-07118 96.000 LFT | 20.00000 1920.00| 5.10000 489.60| 7.00000 672.00 BARRICADE, III-A | | | 0027 801-07119 48.000 LFT | 15.00000 720.00| 6.60000 316.80| 7.00000 336.00 BARRICADE, III-B | | | 0028 808-06713 600.000 LFT | 1.70000 1020.00| 0.75000 450.00| 1.00000 600.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0029 808-06714 600.000 LFT | 1.70000 1020.00| 0.75000 450.00| 1.00000 600.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0030 808-75035 8.000 LFT | 5.00000 40.00| 13.50000 108.00| 12.00000 96.00 LINE, PAINT, SOLID, WHITE, 24 IN. | | | SECTION TOTALS | $ 179,214.50| $ 179,952.40| $ 183,386.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 179,214.50| $ 179,952.40| $ 183,386.50 ====================================================================================================================================