INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 090 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 72,134.72 ROUTE : 3 CALL ORDER : 090 CONTRACT ID : R -24471-B COUNTIES : HENRY LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 201000F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 74,355.25 100.0000% ==================================================================================================================================== |(1) 35-1643252 | | |C-TECH CORPORATION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ACCESS CONTROL | | | 0001 105-06845 LUMP| 9500.00000 9500.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 3500.00000 3500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 42.000 SYS | 52.00000 2184.00| | PAVEMENT, REMOVE | | | 0004 202-02278 30.000 LFT | 1.00000 30.00| | CURB, CONCRETE, REMOVE | | | 0005 202-96133 24.000 LFT | 28.00000 672.00| | PIPE, REMOVE | | | 0006 202-99187 995.000 LFT | 1.75000 1741.25| | FENCE, FARM FIELD, REMOVE | | | 0007 203-02000 40.000 CYS | 25.00000 1000.00| | EXCAVATION, COMMON | | | 0008 203-02070 10.000 CYS | 25.00000 250.00| | BORROW | | | 0009 211-07454 2.100 CYS | 50.00000 105.00| | STRUCTURE BACKFILL | | | 0010 603-06040 11565.000 LFT | 3.70000 42790.50| | FENCE, FARM FIELD, 47 IN. | | | 0011 605-06120 60.000 LFT | 20.00000 1200.00| | CURB, CONCRETE | | | 0012 621-01004 2.000 EACH| 275.00000 550.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 621-06559 615.000 SYS | 2.50000 1537.50| | MULCHED SEEDING, R | | | 0014 715-03475 2.000 EACH| 265.00000 530.00| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0015 715-03756 38.000 LFT | 55.00000 2090.00| | PIPE, REINFORCED CONCRETE, V, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 090 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 72,134.72 ROUTE : 3 CALL ORDER : 090 CONTRACT ID : R -24471-B COUNTIES : HENRY LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 | | |C-TECH CORPORATION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06640 8.000 EACH| 125.00000 1000.00| | CONSTRUCTION SIGN, A | | | 0017 801-06645 2.000 EACH| 25.00000 50.00| | CONSTRUCTION SIGN, B | | | 0018 801-06710 25.000 DAY | 25.00000 625.00| | FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 74,355.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 74,355.25| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 100 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 237,147.06 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25394-A COUNTIES : GREENE LETTING DATE : 07/15/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C608 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 224,171.10 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 293,964.00 131.1337% 3 35-1418333 ROGERS GROUP, INC. $ 336,741.90 150.2164% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1357381 |(3) 35-1418333 |WABASH VALLEY ASPHALT CO. LL|O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 3.000 MOS | 892.50000 2677.50| 1500.00000 4500.00| 1235.00000 3705.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 18900.00000 18900.00| 14000.00000 14000.00| 25500.00000 25500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-06587 1.000 ACRE| 14615.00000 14615.00| 15000.00000 15000.00| 28800.00000 28800.00 CLEARING AND GRUBBING | | | 0004 203-02020 2414.000 CYS | 9.98000 24091.72| 18.00000 43452.00| 13.60000 32830.40 EXCAVATION, UNCLASSIFIED | | | 0005 203-02070 240.000 CYS | 10.50000 2520.00| 10.50000 2520.00| 36.25000 8700.00 BORROW | | | 0006 303-52308 2466.000 TON | 10.92000 26928.72| 16.50000 40689.00| 23.50000 57951.00 COMPACTED AGGREGATE, O, 53 | | | 0007 307-04459 130.000 LFT | 17.23000 2239.90| 25.00000 3250.00| 24.50000 3185.00 CURB, MONOLITHIC | | | 0008 402-05497 2779.000 TON | 40.74000 113216.46| 50.00000 138950.00| 50.00000 138950.00 HMA FOR PARK ROAD | | | 0009 405-05517 18.440 TON | 240.00000 4425.60| 300.00000 5532.00| 300.00000 5532.00 ASPHALT FOR PRIME COAT | | | 0010 406-05520 3.180 TON | 224.70000 714.55| 200.00000 636.00| 275.00000 874.50 ASPHALT FOR TACK COAT | | | 0011 615-06496 50.000 EACH| 57.75000 2887.50| 45.00000 2250.00| 93.00000 4650.00 PARKING BARRIER | | | 0012 616-02320 12480.000 SYS | 0.02000 249.60| 1.00000 12480.00| 0.15000 1872.00 GEOTEXTILES | | | 0013 616-06401 10.000 TON | 26.25000 262.50| 80.00000 800.00| 160.00000 1600.00 RIPRAP, DUMPED | | | 0014 715-06814 20.000 LFT | 12.60000 252.00| 45.00000 900.00| 63.00000 1260.00 PIPE, SANITARY SEWER, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 100 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 237,147.06 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25394-A COUNTIES : GREENE LETTING DATE : 07/15/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1357381 |(3) 35-1418333 |WABASH VALLEY ASPHALT CO. LL|O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 715-07613 120.000 LFT | 12.60000 1512.00| 18.50000 2220.00| 29.00000 3480.00 PIPE, TYPE 1, CIRCULAR, 4 IN. | | | 0016 802-99058 10.000 EACH| 170.50000 1705.00| 200.00000 2000.00| 275.00000 2750.00 SHEET SIGN, INSTALL | | | 0017 805-06595 350.000 LFT | 7.88000 2758.00| 7.25000 2537.50| 24.50000 8575.00 CONDUIT, PVC, 2 IN. | | | 0018 808-06713 3205.000 LFT | 1.07000 3429.35| 0.50000 1602.50| 1.40000 4487.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-75064 270.000 LFT | 2.21000 596.70| 1.50000 405.00| 5.40000 1458.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 16 IN. | | | 0020 808-97222 6.000 EACH| 31.50000 189.00| 40.00000 240.00| 97.00000 582.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 224,171.10| $ 293,964.00| $ 336,741.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 224,171.10| $ 293,964.00| $ 336,741.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,819.16 ROUTE : CALL ORDER : 110 CONTRACT ID : R -26272-A COUNTIES : PORTER LETTING DATE : 07/15/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 674N2C4 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 574,647.65 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 654,747.99 113.9390% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 743,269.28 129.3434% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE PARKING LOT | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 14000.00000 14000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1950.00000 15600.00| 2500.00000 20000.00| 1650.00000 13200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 27000.00000 27000.00| 31900.00000 31900.00| 37000.00000 37000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-90788 LUMP| 6000.00000 6000.00| 7500.00000 7500.00| 21425.00000 21425.00 DEBRIS, REMOVE | | | 0005 202-02240 3290.700 SYS | 5.00000 16453.50| 6.25000 20566.88| 10.50000 34552.35 PAVEMENT, REMOVE | | | 0006 202-02245 10.000 EACH| 60.00000 600.00| 200.00000 2000.00| 41.75000 417.50 TREE, 6 IN., REMOVE | | | 0007 202-02250 3.000 EACH| 200.00000 600.00| 325.00000 975.00| 145.00000 435.00 TREE, 10 IN., REMOVE | | | 0008 202-02255 4.000 EACH| 280.00000 1120.00| 400.00000 1600.00| 232.50000 930.00 TREE, 18 IN., REMOVE | | | 0009 202-02928 15.000 EACH| 250.00000 3750.00| 550.00000 8250.00| 325.00000 4875.00 CATCH BASIN, REMOVE | | | 0010 202-52710 555.000 SYS | 4.00000 2220.00| 5.50000 3052.50| 5.00000 2775.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60820 7069.600 SYS | 1.80000 12725.28| 3.25000 22976.20| 1.75000 12371.80 SURFACE MILLING, ASPHALT | | | 0012 202-91010 1.000 EACH| 280.00000 280.00| 400.00000 400.00| 232.50000 232.50 TREE, 24 IN., REMOVE | | | 0013 202-91922 5.000 EACH| 350.00000 1750.00| 400.00000 2000.00| 150.00000 750.00 STUMP, REMOVE | | | 0014 202-93091 2.000 EACH| 200.00000 400.00| 325.00000 650.00| 145.00000 290.00 TREE, 15 IN., REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 110 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,819.16 ROUTE : CALL ORDER : 110 CONTRACT ID : R -26272-A COUNTIES : PORTER LETTING DATE : 07/15/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-93898 2.000 EACH| 200.00000 400.00| 325.00000 650.00| 145.00000 290.00 TREE, 12 IN., REMOVE | | | 0016 202-94749 5118.900 LFT | 2.80000 14332.92| 2.75000 14076.98| 2.00000 10237.80 CURB, ASPHALT, REMOVE | | | 0017 202-96035 54.700 LFT | 39.00000 2133.30| 22.00000 1203.40| 80.00000 4376.00 CONCRETE WALL, REMOVE | | | 0018 203-02000 306.200 CYS | 18.00000 5511.60| 30.00000 9186.00| 17.75000 5435.05 EXCAVATION, COMMON | | | 0019 205-06933 7.000 EACH| 75.00000 525.00| 75.00000 525.00| 77.30000 541.10 TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06937 210.000 LFT | 4.96000 1041.60| 4.96000 1041.60| 5.20000 1092.00 TEMPORARY SILT FENCE | | | 0021 206-51230 76.000 CYS | 29.00000 2204.00| 50.00000 3800.00| 15.90000 1208.40 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0022 210-06192 101.200 LFT | 165.00000 16698.00| 190.00000 19228.00| 346.50000 35065.80 WALL , BARRIER, CONCRETE AND MASONRY, | | | TYPE A | | | 0023 210-06192 78.000 LFT | 320.00000 24960.00| 270.00000 21060.00| 387.00000 30186.00 WALL , CARRIER, CONCRETE AND MASONRY, | | | TYPE B | | | 0024 402-07433 2278.500 TON | 32.00000 72912.00| 33.00000 75190.50| 42.50000 96836.25 HMA SURFACE, TYPE B | | | 0025 402-07433 45.800 TON | 50.00000 2290.00| 75.00000 3435.00| 76.60000 3508.28 HMA SURFACE, TYPE B , ADA RAMPS | | | 0026 402-07451 2350.700 TON | 32.00000 75222.40| 33.00000 77573.10| 47.25000 111070.58 HMA, TYPE B, WEDGE AND LEVEL | | | 0027 406-05521 20715.000 SYS | 0.10000 2071.50| 0.25000 5178.75| 0.03000 621.45 ASPHALT FOR TACK COAT | | | 0028 502-06627 1358.000 SYS | 38.00000 51604.00| 34.00000 46172.00| 37.40000 50789.20 PCCP, 6 IN. | | | 0029 506-06333 788.100 SYS | 34.00000 26795.40| 50.00000 39405.00| 31.80000 25061.58 PCCP PATCHING, FULL DEPTH | | | 0030 603-01892 2.000 EACH| 575.00000 1150.00| 700.00000 1400.00| 714.30000 1428.60 FENCE GATE, CHAIN LINK, SECURITY, 72 IN.| | | X 4 FT. | | | 0031 603-01947 4.000 EACH| 750.00000 3000.00| 1800.00000 7200.00| 1855.00000 7420.00 GATE BARRICADE , STEEL, 20 FT. | | | 0032 603-03088 1.000 EACH| 525.00000 525.00| 800.00000 800.00| 833.00000 833.00 FENCE GATE, CHAIN LINK, 48 IN. X 6 FT. | | | 0033 603-04099 13.000 EACH| 175.00000 2275.00| 175.00000 2275.00| 186.00000 2418.00 PIPE BOLLARD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 110 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,819.16 ROUTE : CALL ORDER : 110 CONTRACT ID : R -26272-A COUNTIES : PORTER LETTING DATE : 07/15/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 603-05744 2.000 EACH| 750.00000 1500.00| 900.00000 1800.00| 967.75000 1935.50 FENCE GATE, CHAIN LINK, 72 IN. X 10 FT. | | | 0035 604-06069 71.300 SYS | 65.00000 4634.50| 50.00000 3565.00| 39.70000 2830.61 CURB RAMP, CONCRETE | | | 0036 604-44251 4.200 CYS | 750.00000 3150.00| 600.00000 2520.00| 422.00000 1772.40 STEPS, CONCRETE | | | 0037 604-91531 333.700 SYS | 32.00000 10678.40| 36.50000 12180.05| 69.00000 23025.30 SIDEWALK, CONCRETE, 4 IN. | | | 0038 605-06120 565.000 LFT | 18.00000 10170.00| 18.00000 10170.00| 17.65000 9972.25 CURB, CONCRETE | | | 0039 605-06275 32.200 SYS | 180.00000 5796.00| 195.00000 6279.00| 73.25000 2358.65 CENTER CURB, D, CONCRETE, MODIFIED | | | 0040 605-92578 373.500 SYS | 50.00000 18675.00| 50.00000 18675.00| 69.50000 25958.25 CURB WALK, CONCRETE | | | 0041 714-02401 168.800 LFT | 302.00000 50977.60| 290.00000 48952.00| 345.00000 58236.00 RETAINING WALL , CONCRETE AND MASONRY, | | | TYPE 2 | | | 0042 714-02401 193.200 LFT | 132.00000 25502.40| 90.00000 17388.00| 154.00000 29752.80 RETAINING WALL , CONCRETE, TYPE 1 | | | 0043 715-03418 32.000 LFT | 30.00000 960.00| 120.00000 3840.00| 90.85000 2907.20 PIPE, SEWER, PVC, 10 IN. | | | 0044 715-04629 2.000 EACH| 50.00000 100.00| 10.00000 20.00| 1.75000 3.50 PIPE , PERFORATED, DRAIN END CAP, 4 IN.,| | | TYPE 4 | | | 0045 715-05203 170.000 LFT | 10.00000 1700.00| 5.50000 935.00| 4.00000 680.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0046 715-98205 60.000 LFT | 7.50000 450.00| 20.00000 1200.00| 34.75000 2085.00 PIPE, SEWER, 6 IN., ABANDON | | | 0047 718-52610 6.500 CYS | 50.00000 325.00| 110.00000 715.00| 55.00000 357.50 AGGREGATE FOR UNDERDRAINS | | | 0048 720-44015 6.000 EACH| 350.00000 2100.00| 700.00000 4200.00| 485.00000 2910.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0049 720-45105 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 441.50000 1766.00 INLET, A2, MODIFIED | | | 0050 720-90984 2.000 EACH| 2500.00000 5000.00| 2200.00000 4400.00| 1175.00000 2350.00 MANHOLE, C2 | | | 0051 801-06775 LUMP| 3500.00000 3500.00| 6500.00000 6500.00| 7600.00000 7600.00 MAINTAINING TRAFFIC | | | 0052 802-76035 273.750 SFT | 11.00000 3011.25| 18.50000 5064.38| 18.75000 5132.81 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 110 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,819.16 ROUTE : CALL ORDER : 110 CONTRACT ID : R -26272-A COUNTIES : PORTER LETTING DATE : 07/15/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 802-96248 610.000 LFT | 9.00000 5490.00| 10.00000 6100.00| 10.30000 6283.00 POST, WOOD, 4 IN. X 4 IN. | | | 0054 807-02560 LUMP| 9500.00000 9500.00| 21800.00000 21800.00| 25000.00000 25000.00 ELECTRICAL WORK | | | 0055 807-05075 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 205.50000 411.00 CONNECTION UNDERDRAIN TO EXISTING STORM | | | SEWER, TYPE 4 | | | 0056 808-03112 16.000 EACH| 15.00000 240.00| 25.00000 400.00| 15.65000 250.40 TRANSVERSE MARKINGS, PAINT, NUMBER, 2 | | | FT. HIGH , WORD, FIRE LANE | | | 0057 808-03112 18.000 EACH| 15.00000 270.00| 25.00000 450.00| 15.65000 281.70 TRANSVERSE MARKINGS, PAINT, NUMBER, 2 | | | FT. HIGH , WORDS, NO PARKING | | | 0058 808-06711 290.000 LFT | 0.18000 52.20| 0.23000 66.70| 0.20000 58.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0059 808-06712 1530.000 LFT | 0.18000 275.40| 0.23000 351.90| 0.20000 306.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0060 808-06713 7836.000 LFT | 0.18000 1410.48| 0.23000 1802.28| 0.20000 1567.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06713 488.500 LFT | 0.18000 87.93| 0.23000 112.36| 0.20000 97.70 LINE, PAINT, SOLID, WHITE, 4 IN. , ADA | | | BLUE | | | 0062 808-06714 234.200 LFT | 0.18000 42.16| 0.23000 53.87| 0.20000 46.84 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0063 808-06721 1198.000 LFT | 0.18000 215.64| 0.23000 275.54| 0.20000 239.60 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0064 808-06723 8.000 EACH| 25.00000 200.00| 29.00000 232.00| 25.50000 204.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0065 808-06724 3.000 EACH| 25.00000 75.00| 35.00000 105.00| 25.50000 76.50 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0066 808-06726 12.000 LFT | 1.50000 18.00| 1.30000 15.60| 1.60000 19.20 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0067 808-75047 1825.200 LFT | 0.27000 492.80| 0.30000 547.56| 0.30000 547.56 LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0068 808-75060 1298.100 LFT | 0.65000 843.77| 0.65000 843.77| 0.68000 882.71 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 110 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 902,819.16 ROUTE : CALL ORDER : 110 CONTRACT ID : R -26272-A COUNTIES : PORTER LETTING DATE : 07/15/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 808-75060 333.800 LFT | 0.65000 216.97| 0.65000 216.97| 0.68000 226.98 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 12 IN. , ADA | | | BLUE | | | 0070 808-75076 2700.000 LFT | 0.65000 1755.00| 0.65000 1755.00| 0.68000 1836.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 10 IN. | | | 0071 808-95933 141.000 LFT | 0.65000 91.65| 1.10000 155.10| 0.68000 95.88 CURB PAINTING, YELLOW | | | 0072 808-97222 14.000 EACH| 35.00000 490.00| 35.00000 490.00| 38.00000 532.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 574,647.65| $ 654,747.99| $ 743,269.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 574,647.65| $ 654,747.99| $ 743,269.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,112,544.50 ROUTE : 135 CALL ORDER : 120 CONTRACT ID : R -26360-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/14/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3741002 3741002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,024,780.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,475,000.00 143.9333% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 31000.00000 31000.00| 18500.00000 18500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2450.00000 14700.00| 2500.00000 15000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 37111.70000 37111.70| 73000.00000 73000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 14500.00000 14500.00| CLEARING RIGHT OF WAY | | | 0005 202-02271 5.000 EACH| 330.00000 1650.00| 250.00000 1250.00| HEADWALL, REMOVE | | | 0006 202-02278 553.000 m | 20.00000 11060.00| 19.00000 10507.00| CURB, CONCRETE, REMOVE | | | 0007 202-60820 1154.000 m2 | 6.50000 7501.00| 8.00000 9232.00| SURFACE MILLING, ASPHALT | | | 0008 202-74045 52.000 EACH| 8.00000 416.00| 44.20000 2298.40| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-78515 LUMP| 1600.00000 1600.00| 1210.00000 1210.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-91385 9.000 EACH| 775.00000 6975.00| 600.00000 5400.00| INLET, REMOVE | | | 0011 202-93047 1.000 EACH| 775.00000 775.00| 800.00000 800.00| MANHOLE, REMOVE | | | 0012 202-96133 599.500 m | 24.00000 14388.00| 90.00000 53955.00| PIPE, REMOVE | | | 0013 203-02000 2130.000 m3 | 28.00000 59640.00| 42.00000 89460.00| EXCAVATION, COMMON | | | 0014 205-06933 5.000 EACH| 70.00000 350.00| 120.00000 600.00| TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,112,544.50 ROUTE : 135 CALL ORDER : 120 CONTRACT ID : R -26360-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06937 192.000 m | 8.00000 1536.00| 7.75000 1488.00| TEMPORARY SILT FENCE | | | 0016 207-07500 5010.000 m2 | 11.00000 55110.00| 20.00000 100200.00| SUBGRADE TREATMENT, TYPE C | | | 0017 211-07454 559.000 m3 | 24.00000 13416.00| 28.00000 15652.00| STRUCTURE BACKFILL | | | 0018 301-07448 1054.300 Mg | 17.00000 17923.10| 36.00000 37954.80| COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 401-07334 1207.000 Mg | 54.00000 65178.00| 73.00000 88111.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0020 401-07403 1973.000 Mg | 41.00000 80893.00| 54.00000 106542.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0021 401-07408 3220.000 Mg | 41.00000 132020.00| 54.00000 173880.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0022 405-05518 258.000 m2 | 1.50000 387.00| 4.50000 1161.00| ASPHALT FOR PRIME COAT | | | 0023 406-05520 4.970 Mg | 185.00000 919.45| 270.00000 1341.90| ASPHALT FOR TACK COAT | | | 0024 605-06120 230.000 m | 56.00000 12880.00| 78.00000 17940.00| CURB, CONCRETE | | | 0025 605-06140 894.000 m | 47.00000 42018.00| 60.00000 53640.00| CURB AND GUTTER, CONCRETE | | | 0027 611-05330 999.000 m2 | 48.00000 47952.00| 54.00000 53946.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0028 611-06497 21.000 EACH| 120.00000 2520.00| 115.00000 2415.00| MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 23.000 EACH| 115.00000 2645.00| 110.00000 2530.00| RIGHT OF WAY MARKER | | | 0031 615-06505 14.000 EACH| 475.00000 6650.00| 447.00000 6258.00| MONUMENT, B | | | 0032 615-06527 2.000 EACH| 575.00000 1150.00| 552.00000 1104.00| MONUMENT, SECTION CORNER | | | 0033 621-06567 56.700 kL | 1.00000 56.70| 0.55000 31.19| WATER | | | 0034 621-06575 3149.000 m2 | 3.50000 11021.50| 3.25000 10234.25| SODDING, NURSERY | | | 0035 715-05119 19.000 m | 78.00000 1482.00| 170.00000 3230.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0036 715-05123 19.000 m | 132.00000 2508.00| 190.00000 3610.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,112,544.50 ROUTE : 135 CALL ORDER : 120 CONTRACT ID : R -26360-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 715-05149 80.000 m | 130.00000 10400.00| 195.00000 15600.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0038 715-05151 421.000 m | 105.00000 44205.00| 168.00000 70728.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0039 715-05154 188.000 m | 160.00000 30080.00| 188.00000 35344.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0040 715-05169 18.000 m | 80.00000 1440.00| 170.00000 3060.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0041 715-05423 89.000 m | 190.00000 16910.00| 500.00000 44500.00| PIPE, SLOTTED DRAIN, 375 mm | | | 0042 715-46000 2.000 EACH| 275.00000 550.00| 265.00000 530.00| PIPE END SECTION, 300 mm | | | 0043 715-46005 7.000 EACH| 290.00000 2030.00| 300.00000 2100.00| PIPE END SECTION, 375 mm | | | 0044 715-46020 3.000 EACH| 350.00000 1050.00| 350.00000 1050.00| PIPE END SECTION, 600 mm | | | 0045 720-44000 3.000 EACH| 380.00000 1140.00| 450.00000 1350.00| CASTING, ADJUST TO GRADE | | | 0046 720-45030 2.000 EACH| 1425.00000 2850.00| 1600.00000 3200.00| INLET, E7 | | | 0047 720-45045 5.000 EACH| 1650.00000 8250.00| 1800.00000 9000.00| INLET, J10 | | | 0048 720-45055 10.000 EACH| 1700.00000 17000.00| 1800.00000 18000.00| INLET, M10 | | | 0049 720-45410 5.000 EACH| 2125.00000 10625.00| 2000.00000 10000.00| MANHOLE, C4 | | | 0050 720-98174 1.000 EACH| 2025.00000 2025.00| 2400.00000 2400.00| INLET, B15 | | | 0051 801-01504 4.000 EACH| 27.00000 108.00| 42.00000 168.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0052 801-06207 4012.000 m | 3.00000 12036.00| 3.00000 12036.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06216 12.000 m | 6.50000 78.00| 18.00000 216.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0054 801-06606 3.000 EACH| 75.00000 225.00| 94.00000 282.00| BARRICADE, IIIB | | | 0055 801-06640 12.000 EACH| 125.00000 1500.00| 62.00000 744.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,112,544.50 ROUTE : 135 CALL ORDER : 120 CONTRACT ID : R -26360-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 801-06710 140.000 DAY | 11.00000 1540.00| 13.00000 1820.00| FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 34500.00000 34500.00| 149882.13000 149882.13| MAINTAINING TRAFFIC | | | 0058 802-04893 2.000 EACH| 44.00000 88.00| 100.00000 200.00| REFERENCE POST | | | 0059 802-05701 101.400 m | 30.00000 3042.00| 35.80000 3630.12| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0060 802-05702 7.600 m | 20.00000 152.00| 29.50000 224.20| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0061 802-05706 22.800 m | 33.00000 752.40| 36.90000 841.32| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0062 802-76025 24.170 m2 | 155.00000 3746.35| 168.50000 4072.65| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0063 802-76035 0.350 m2 | 160.00000 56.00| 174.00000 60.90| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0064 802-76045 6.740 m2 | 175.00000 1179.50| 185.00000 1246.90| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0065 805-01815 2.000 EACH| 1900.00000 3800.00| 1705.00000 3410.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0066 805-01842 9.000 EACH| 750.00000 6750.00| 810.00000 7290.00| HANDHOLE, SIGNAL | | | 0067 805-01844 534.000 m | 33.00000 17622.00| 31.60000 16874.40| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0068 805-02087 LUMP| 1125.00000 1125.00| 715.00000 715.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0069 805-02202 4.000 EACH| 730.00000 2920.00| 925.00000 3700.00| SIGNAL DETECTOR HOUSING, DOUBLE | | | 0070 805-78100 1.000 EACH| 9550.00000 9550.00| 7600.00000 7600.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0071 805-78205 8.000 EACH| 550.00000 4400.00| 520.00000 4160.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,112,544.50 ROUTE : 135 CALL ORDER : 120 CONTRACT ID : R -26360-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 805-78415 4.000 EACH| 1630.00000 6520.00| 990.00000 3960.00| SPAN, CATENARY, AND TETHER | | | 0073 805-78420 4.000 EACH| 280.00000 1120.00| 245.00000 980.00| DISCONNECT HANGER | | | 0074 805-78445 1.000 EACH| 450.00000 450.00| 339.00000 339.00| SIGNAL SERVICE | | | 0075 805-78467 16.000 m | 4.75000 76.00| 7.25000 116.00| SIGNAL CABLE, 3C 8GA. | | | 0076 805-78470 1748.000 m | 0.35000 611.80| 0.35000 611.80| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0077 805-78485 35.000 m | 2.75000 96.25| 6.50000 227.50| SIGNAL CABLE, 5C 14GA. | | | 0078 805-78490 221.000 m | 3.25000 718.25| 5.40000 1193.40| SIGNAL CABLE, 7C 14GA. | | | 0079 805-78510 1058.000 m | 2.80000 2962.40| 4.20000 4443.60| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0080 805-78785 6.000 EACH| 390.00000 2340.00| 705.00000 4230.00| SIGNAL DETECTOR HOUSING | | | 0081 805-78795 543.000 m | 27.00000 14661.00| 20.70000 11240.10| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0082 805-78925 1.000 EACH| 615.00000 615.00| 1050.00000 1050.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0083 805-81032 2.000 EACH| 2800.00000 5600.00| 2200.00000 4400.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0084 805-92504 7.000 EACH| 355.00000 2485.00| 173.00000 1211.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0085 808-06703 1476.000 m | 1.15000 1697.40| 1.15000 1697.40| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0086 808-06705 98.000 m | 2.40000 235.20| 2.25000 220.50| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0087 808-06716 1664.000 m | 0.90000 1497.60| 1.31000 2179.84| LINE, REMOVE | | | 0088 808-75245 1004.000 m | 1.10000 1104.40| 1.15000 1154.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0089 808-75272 47.000 m | 11.00000 517.00| 12.45000 585.15| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0090 808-75290 97.000 m | 11.00000 1067.00| 12.45000 1207.65| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,112,544.50 ROUTE : 135 CALL ORDER : 120 CONTRACT ID : R -26360-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 808-75297 41.000 m | 11.00000 451.00| 10.80000 442.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0092 808-75320 16.000 EACH| 60.00000 960.00| 49.50000 792.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0093 808-75325 11.000 EACH| 75.00000 825.00| 62.00000 682.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0094 808-75996 26.000 EACH| 6.00000 156.00| 15.00000 390.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0095 808-75998 82.000 EACH| 52.00000 4264.00| 24.75000 2029.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0096 808-92027 836.000 m | 2.25000 1881.00| 2.25000 1881.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0097 610-07487 133.800 Mg | 95.00000 12711.00| 110.00000 14718.00| HMA FOR APPROACHES, TYPE B | | | SECTION TOTALS | $ 1,024,780.00| $ 1,475,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,024,780.00| $ 1,475,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,352,746.86 ROUTE : LADOGA ROAD CALL ORDER : 130 CONTRACT ID : R -26673-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 150 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8554003 8554003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,184,530.55 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,240,193.30 101.7479% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACMENT | | | 0001 105-06845 LUMP| 75460.00000 75460.00| 68600.00000 68600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 15.000 MOS | 1995.00000 29925.00| 3672.29000 55084.35| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 158939.00000 158939.00| 211771.33000 211771.33| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 63384.00000 63384.00| 79886.85000 79886.85| CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 725.00000 725.00| 541.97000 541.97| TESTING FOR ASBESTOS | | | 0006 202-02240 10966.000 m2 | 5.85000 64151.10| 8.61000 94417.26| PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 6500.00000 6500.00| 3566.18000 3566.18| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 60 | | | 0008 202-51330 LUMP| 50000.00000 50000.00| 10000.00000 10000.00| PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 10557.000 m2 | 1.00000 10557.00| 1.07000 11295.99| SURFACE MILLING, ASPHALT | | | 0010 202-74045 52.000 EACH| 30.00000 1560.00| 50.00000 2600.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 203-02000 20741.000 m3 | 15.05000 312152.05| 13.34000 276684.94| EXCAVATION, COMMON | | | 0012 203-02070 8490.000 m3 | 13.35000 113341.50| 12.40000 105276.00| BORROW | | | 0013 203-02235 621.000 m2 | 0.90000 558.90| 0.72000 447.12| BREAKING PAVEMENT | | | 0014 203-51223 168.000 m3 | 22.00000 3696.00| 40.00000 6720.00| EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,352,746.86 ROUTE : LADOGA ROAD CALL ORDER : 130 CONTRACT ID : R -26673-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06930 7.200 Mg | 110.00000 792.00| 120.00000 864.00| SPLASHPAD, RIPRAP | | | 0016 205-06931 76.000 Mg | 42.00000 3192.00| 41.62000 3163.12| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06932 37.000 m | 30.35000 1122.95| 30.35000 1122.95| TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 5.000 EACH| 60.00000 300.00| 60.00000 300.00| TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06936 173.000 Mg | 42.00000 7266.00| 31.96000 5529.08| TEMPORARY SEDIMENT TRAP | | | 0020 205-06937 1269.000 m | 4.50000 5710.50| 4.35000 5520.15| TEMPORARY SILT FENCE | | | 0021 205-06938 52.000 m | 40.00000 2080.00| 35.80000 1861.60| TEMPORARY SLOPE DRAIN | | | 0022 206-51230 1.000 m3 | 400.00000 400.00| 700.00000 700.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 207-07498 23876.000 m2 | 4.35000 103860.60| 3.63000 86669.88| SUBGRADE TREATMENT, TYPE A | | | 0024 211-07454 1179.000 m3 | 28.00000 33012.00| 52.89000 62357.31| STRUCTURE BACKFILL | | | 0025 213-52830 4.000 m3 | 140.00000 560.00| 125.00000 500.00| FLOWABLE MORTAR | | | 0026 301-07448 9180.000 Mg | 17.85000 163863.00| 18.60000 170748.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-07449 61.000 Mg | 30.00000 1830.00| 29.31000 1787.91| COMPACTED AGGREGATE, NO. 73 | | | 0028 304-06464 22.000 m3 | 95.00000 2090.00| 75.00000 1650.00| SUBBASE FOR PCCP | | | 0029 304-07490 65.000 Mg | 120.00000 7800.00| 102.78000 6680.70| HMA PATCHING, TYPE B | | | 0030 304-07508 2601.000 Mg | 35.00000 91035.00| 42.84000 111426.84| WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 25 mm | | | 0031 401-06264 LUMP| 4000.00000 4000.00| 2222.31000 2222.31| PROFILOGRAPH, HMA | | | 0032 401-07321 2689.000 Mg | 38.00000 102182.00| 41.87000 112588.43| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0033 401-07390 4508.000 Mg | 35.00000 157780.00| 38.04000 171484.32| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0034 401-07407 8385.000 Mg | 38.00000 318630.00| 38.29000 321061.65| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,352,746.86 ROUTE : LADOGA ROAD CALL ORDER : 130 CONTRACT ID : R -26673-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 401-07429 2373.000 Mg | 42.00000 99666.00| 40.09000 95133.57| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0036 402-07451 2482.000 Mg | 38.00000 94316.00| 38.29000 95035.78| HMA, TYPE B, WEDGE AND LEVEL | | | 0037 404-05511 10606.000 m2 | 1.25000 13257.50| 2.37000 25136.22| SEAL COAT, 2 | | | 0038 405-05517 22.000 Mg | 405.00000 8910.00| 323.93000 7126.46| ASPHALT FOR PRIME COAT | | | 0039 406-05520 30.000 Mg | 275.00000 8250.00| 201.53000 6045.90| ASPHALT FOR TACK COAT | | | 0040 601-06374 4.000 EACH| 550.00000 2200.00| 530.00000 2120.00| GUARDRAIL TRANSITION, TGS-1 | | | 0041 601-94689 4.000 EACH| 2275.00000 9100.00| 1775.00000 7100.00| GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 149.000 m | 36.90000 5498.10| 35.00000 5215.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 605-06145 999.000 m | 42.00000 41958.00| 36.33000 36293.67| CURB AND GUTTER, B, CONCRETE | | | 0044 610-06259 126.000 m2 | 69.95000 8813.70| 75.00000 9450.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0045 610-07486 1105.000 Mg | 68.00000 75140.00| 69.28000 76554.40| HMA FOR APPROACHES, TYPE A | | | 0046 611-05330 190.000 m2 | 48.00000 9120.00| 41.68000 7919.20| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0047 611-06497 12.000 EACH| 105.50000 1266.00| 100.00000 1200.00| MAILBOX ASSEMBLY, SINGLE | | | 0048 611-06498 4.000 EACH| 116.00000 464.00| 110.00000 440.00| MAILBOX ASSEMBLY, DOUBLE | | | 0049 615-06490 144.000 EACH| 105.00000 15120.00| 99.00000 14256.00| RIGHT OF WAY MARKER | | | 0050 615-06505 22.000 EACH| 470.00000 10340.00| 445.00000 9790.00| MONUMENT, B | | | 0051 615-06510 1.000 EACH| 305.00000 305.00| 290.00000 290.00| MONUMENT, C | | | 0052 615-06527 4.000 EACH| 605.00000 2420.00| 575.00000 2300.00| MONUMENT, SECTION CORNER | | | 0053 616-02320 6031.000 m2 | 1.95000 11760.45| 1.00000 6031.00| GEOTEXTILES | | | 0054 616-05689 545.000 Mg | 35.00000 19075.00| 30.00000 16350.00| RIPRAP, CLASS 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,352,746.86 ROUTE : LADOGA ROAD CALL ORDER : 130 CONTRACT ID : R -26673-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 616-06405 3653.000 Mg | 20.00000 73060.00| 20.00000 73060.00| RIPRAP, REVETMENT | | | 0056 616-06451 36.000 Mg | 35.00000 1260.00| 25.00000 900.00| RIPRAP, UNIFORM | | | 0057 621-01004 2.000 EACH| 685.00000 1370.00| 650.00000 1300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-01597 482.000 m2 | 9.25000 4458.50| 8.76000 4222.32| EROSION CONTROL, MAT | | | 0059 621-02770 750.000 m2 | 6.55000 4912.50| 6.24000 4680.00| EROSION CONTROL BLANKET | | | 0060 621-06545 7.500 Mg | 280.00000 2100.00| 270.00000 2025.00| FERTILIZER | | | 0061 621-06553 1254.000 kg | 10.20000 12790.80| 9.66000 12113.64| SEED MIXTURE, R | | | 0062 621-06557 594.000 kg | 4.40000 2613.60| 4.15000 2465.10| SEED MIXTURE, T | | | 0063 621-06565 60.000 Mg | 325.00000 19500.00| 309.00000 18540.00| MULCHING MATERIAL | | | 0064 621-06567 116.000 kL | 2.60000 301.60| 2.50000 290.00| WATER | | | 0065 621-06574 6402.000 m2 | 3.25000 20806.50| 3.12000 19974.24| SODDING | | | 0066 622-52436 2.000 EACH| 28.00000 56.00| 25.00000 50.00| SIGN, DO NOT MOW OR SPRAY | | | 0067 622-91786 250.000 EACH| 9.25000 2312.50| 8.75000 2187.50| SEEDLING | | | 0068 701-01840 49.000 m | 230.00000 11270.00| 300.00000 14700.00| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 7.92 mm, 356 mm | | | 0069 701-01849 255.000 m | 110.00000 28050.00| 190.00000 48450.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0070 701-03753 203.000 m | 110.00000 22330.00| 175.00000 35525.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0071 703-06028 314.000 kg | 1.30000 408.20| 5.00000 1570.00| REINFORCING BARS | | | 0072 703-51030 5012.000 kg | 1.30000 6515.60| 1.60000 8019.20| REINFORCING STEEL | | | 0073 703-51032 5082.000 kg | 1.45000 7368.90| 2.05000 10418.10| REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,352,746.86 ROUTE : LADOGA ROAD CALL ORDER : 130 CONTRACT ID : R -26673-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 704-51002 87.300 m3 | 995.00000 86863.50| 370.00000 32301.00| CONCRETE, C, SUPERSTRUCTURE | | | 0075 706-06344 34.290 m | 130.00000 4457.70| 150.00000 5143.50| RAILING, TS-1 | | | 0076 709-51821 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| SURFACE SEAL | | | 0077 714-26708 18.000 m | 1365.00000 24570.00| 1500.00000 27000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0078 714-44240 8.600 m3 | 995.00000 8557.00| 1300.00000 11180.00| CONCRETE, A, STRUCTURES | | | 0079 714-99346 13.000 m | 700.00000 9100.00| 850.00000 11050.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0080 715-03475 16.000 EACH| 290.00000 4640.00| 250.00000 4000.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0081 715-03476 2.000 EACH| 575.00000 1150.00| 600.00000 1200.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0082 715-03584 2.000 EACH| 550.00000 1100.00| 450.00000 900.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0083 715-05019 30.000 m | 195.00000 5850.00| 200.00000 6000.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0084 715-05048 7956.000 m | 7.35000 58476.60| 8.02000 63807.12| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0085 715-05049 50.000 m | 75.00000 3750.00| 100.00000 5000.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0086 715-05052 50.000 m | 80.00000 4000.00| 100.00000 5000.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0087 715-05053 485.000 m | 27.75000 13458.75| 46.00000 22310.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0088 715-05119 67.000 m | 115.00000 7705.00| 105.00000 7035.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0089 715-05121 31.000 m | 120.00000 3720.00| 110.00000 3410.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0090 715-05123 16.000 m | 140.00000 2240.00| 125.00000 2000.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0091 715-05128 25.000 m | 230.00000 5750.00| 250.00000 6250.00| PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0092 715-05148 3.300 m | 135.00000 445.50| 310.00000 1023.00| PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0093 715-05149 94.000 m | 100.00000 9400.00| 150.00000 14100.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,352,746.86 ROUTE : LADOGA ROAD CALL ORDER : 130 CONTRACT ID : R -26673-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 715-05151 266.000 m | 75.00000 19950.00| 115.00000 30590.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0095 715-05169 153.000 m | 95.00000 14535.00| 110.00000 16830.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0096 715-05234 15.000 m | 225.00000 3375.00| 160.00000 2400.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.38 | | | m2 | | | 0097 715-06004 2.000 EACH| 895.00000 1790.00| 1300.00000 2600.00| CONCRETE ANCHOR, 1200 mm | | | 0098 715-07072 2.000 EACH| 1150.00000 2300.00| 900.00000 1800.00| SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.38 m2 | | | 0099 715-46000 4.000 EACH| 250.00000 1000.00| 740.00000 2960.00| PIPE END SECTION, 300 mm | | | 0100 715-46005 18.000 EACH| 290.00000 5220.00| 300.00000 5400.00| PIPE END SECTION, 375 mm | | | 0101 715-46040 2.000 EACH| 785.00000 1570.00| 800.00000 1600.00| PIPE END SECTION, 900 mm | | | 0102 715-97692 2.000 EACH| 4825.00000 9650.00| 6500.00000 13000.00| GRATED BOX END SECTION, I, 4:1, 900 mm | | | x 600 mm | | | 0103 718-06531 68.000 EACH| 465.00000 31620.00| 425.00000 28900.00| OUTLET PROTECTOR, 3 | | | 0104 718-06532 1000.000 m | 3.45000 3450.00| 3.00000 3000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0105 718-52610 1108.000 m3 | 32.75000 36287.00| 46.00000 50968.00| AGGREGATE FOR UNDERDRAINS | | | 0106 718-99153 12278.000 m2 | 1.45000 17803.10| 0.80000 9822.40| GEOTEXTILES FOR UNDERDRAIN | | | 0107 720-45045 1.000 EACH| 1295.00000 1295.00| 1400.00000 1400.00| INLET, J10 | | | 0108 720-45055 2.000 EACH| 1295.00000 2590.00| 1400.00000 2800.00| INLET, M10 | | | 0109 720-45260 1.000 EACH| 725.00000 725.00| 1400.00000 1400.00| PIPE CATCH BASIN, 300 mm | | | 0110 720-45270 4.000 EACH| 850.00000 3400.00| 1400.00000 5600.00| PIPE CATCH BASIN, 450 mm | | | 0111 723-06660 26.000 m2 | 625.00000 16250.00| 600.00000 15600.00| WINGWALL | | | 0112 723-07018 30.500 m | 4500.00000 137250.00| 3300.00000 100650.00| STRUCTURE, PRECAST ARCH, REINFORCED | | | CONCRETE, 4800 mm X 1500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,352,746.86 ROUTE : LADOGA ROAD CALL ORDER : 130 CONTRACT ID : R -26673-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 801-04308 14.000 EACH| 515.00000 7210.00| 325.00000 4550.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0114 801-06625 9.000 EACH| 78.00000 702.00| 135.00000 1215.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0115 801-06640 6.000 EACH| 178.00000 1068.00| 175.00000 1050.00| CONSTRUCTION SIGN, A | | | 0116 801-06775 LUMP| 30545.00000 30545.00| 5711.31000 5711.31| MAINTAINING TRAFFIC | | | 0117 801-07118 22.000 m | 48.00000 1056.00| 62.00000 1364.00| BARRICADE, III-A | | | 0118 801-07119 36.000 m | 60.00000 2160.00| 62.00000 2232.00| BARRICADE, III-B | | | 0119 802-05701 88.000 m | 37.50000 3300.00| 33.00000 2904.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0120 802-05702 42.000 m | 26.40000 1108.80| 32.00000 1344.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0121 802-76025 14.800 m2 | 127.00000 1879.60| 215.00000 3182.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0122 802-76035 9.400 m2 | 193.00000 1814.20| 325.00000 3055.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0123 804-76350 6.000 EACH| 24.25000 145.50| 17.00000 102.00| DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0124 808-04298 2.000 EACH| 270.00000 540.00| 275.00000 550.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0125 808-06705 92.000 m | 3.90000 358.80| 3.30000 303.60| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0126 808-06713 7928.000 m | 0.35000 2774.80| 0.11000 872.08| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0127 808-75054 30.000 m | 8.45000 253.50| 3.75000 112.50| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0128 808-75215 30.000 m | 5.85000 175.50| 5.00000 150.00| LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0129 808-75240 703.000 m | 0.85000 597.55| 0.85000 597.55| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,352,746.86 ROUTE : LADOGA ROAD CALL ORDER : 130 CONTRACT ID : R -26673-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 808-75245 3982.000 m | 0.85000 3384.70| 0.85000 3384.70| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0131 808-75297 64.000 m | 11.60000 742.40| 9.00000 576.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | SECTION TOTALS | $ 3,184,530.55| $ 3,240,193.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,184,530.55| $ 3,240,193.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,449.61 ROUTE : 20 CALL ORDER : 140 CONTRACT ID : R -26793-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/17/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2261052 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 347,574.92 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 362,515.68 104.2985% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 369,936.59 106.4336% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP| 9500.00000 9500.00| 2500.00000 2500.00| 6600.00000 6600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 2500.00000 15000.00| 1800.00000 10800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 17378.73000 17378.73| 18000.00000 18000.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 4000.00000 4000.00| 7600.00000 7600.00 CLEARING RIGHT OF WAY | | | 0005 202-01405 500.000 m3 | 67.25000 33625.00| 80.00000 40000.00| 105.00000 52500.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0006 202-02241 97.000 m | 10.00000 970.00| 10.00000 970.00| 10.50000 1018.50 GUARDRAIL, REMOVE | | | 0007 202-04089 4.000 EACH| 20.00000 80.00| 150.00000 600.00| 21.00000 84.00 SIGN, SHEET, REMOVE | | | 0008 202-05571 10.000 EACH| 1000.00000 10000.00| 340.00000 3400.00| 900.00000 9000.00 TESTING FOR WASTES , C | | | 0009 202-60820 2520.000 m2 | 2.55000 6426.00| 3.25000 8190.00| 6.15000 15498.00 SURFACE MILLING, ASPHALT | | | 0010 202-91840 108.000 m | 14.50000 1566.00| 12.00000 1296.00| 20.50000 2214.00 FENCE, CHAIN LINK, REMOVE | | | 0011 203-02000 910.000 m3 | 21.50000 19565.00| 22.00000 20020.00| 27.25000 24797.50 EXCAVATION, COMMON | | | 0012 203-02070 500.000 m3 | 17.00000 8500.00| 18.00000 9000.00| 12.00000 6000.00 BORROW | | | 0013 205-06931 1.200 Mg | 225.00000 270.00| 500.00000 600.00| 550.00000 660.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06932 4.500 m | 14.00000 63.00| 14.00000 63.00| 15.00000 67.50 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,449.61 ROUTE : 20 CALL ORDER : 140 CONTRACT ID : R -26793-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06937 770.000 m | 5.15000 3965.50| 5.15000 3965.50| 5.50000 4235.00 TEMPORARY SILT FENCE | | | 0016 207-07500 2016.000 m2 | 11.00000 22176.00| 15.25000 30744.00| 7.00000 14112.00 SUBGRADE TREATMENT, TYPE C | | | 0017 211-07454 26.000 m3 | 23.50000 611.00| 71.50000 1859.00| 16.00000 416.00 STRUCTURE BACKFILL | | | 0018 301-07448 2058.000 Mg | 12.50000 25725.00| 16.00000 32928.00| 15.35000 31590.30 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 402-07433 651.000 Mg | 40.00000 26040.00| 45.00000 29295.00| 43.00000 27993.00 HMA SURFACE, TYPE B | | | 0020 402-07438 674.000 Mg | 32.00000 21568.00| 40.00000 26960.00| 40.00000 26960.00 HMA INTERMEDIATE, TYPE B | | | 0021 402-07441 907.000 Mg | 32.00000 29024.00| 37.00000 33559.00| 38.00000 34466.00 HMA BASE, TYPE B | | | 0022 405-05517 8.000 Mg | 405.00000 3240.00| 180.00000 1440.00| 11.80000 94.40 ASPHALT FOR PRIME COAT | | | 0023 406-05520 3.000 Mg | 700.00000 2100.00| 375.00000 1125.00| 172.40000 517.20 ASPHALT FOR TACK COAT | | | 0024 601-94689 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| 2040.00000 8160.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1050.00000 1050.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 76.200 m | 30.00000 2286.00| 30.00000 2286.00| 31.00000 2362.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 601-99106 15.240 m | 50.00000 762.00| 50.00000 762.00| 51.00000 777.24 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0028 603-92636 108.000 m | 63.00000 6804.00| 63.00000 6804.00| 40.75000 4401.00 FENCE, CHAIN LINK, 1830 mm | | | 0029 607-06385 17.500 m | 450.00000 7875.00| 350.00000 6125.00| 344.00000 6020.00 PAVED SIDE DITCH, L | | | 0030 610-07487 114.000 Mg | 59.65000 6800.10| 65.00000 7410.00| 57.95000 6606.30 HMA FOR APPROACHES, TYPE B | | | 0031 615-06490 6.000 EACH| 150.00000 900.00| 300.00000 1800.00| 153.00000 918.00 RIGHT OF WAY MARKER | | | 0032 615-06505 4.000 EACH| 400.00000 1600.00| 375.00000 1500.00| 408.00000 1632.00 MONUMENT, B | | | 0033 615-06510 1.000 EACH| 300.00000 300.00| 500.00000 500.00| 306.00000 306.00 MONUMENT, C | | | 0034 621-01004 2.000 EACH| 625.00000 1250.00| 625.00000 1250.00| 637.50000 1275.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,449.61 ROUTE : 20 CALL ORDER : 140 CONTRACT ID : R -26793-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06545 0.700 Mg | 1500.00000 1050.00| 1500.00000 1050.00| 1530.00000 1071.00 FERTILIZER | | | 0036 621-06554 115.000 kg | 8.50000 977.50| 8.50000 977.50| 8.70000 1000.50 SEED MIXTURE, U | | | 0037 621-06557 32.000 kg | 3.00000 96.00| 3.00000 96.00| 3.05000 97.60 SEED MIXTURE, T | | | 0038 621-06565 4.700 Mg | 185.00000 869.50| 185.00000 869.50| 188.70000 886.89 MULCHING MATERIAL | | | 0039 715-05169 34.000 m | 135.00000 4590.00| 125.00000 4250.00| 70.00000 2380.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0040 715-46005 2.000 EACH| 380.00000 760.00| 430.00000 860.00| 400.00000 800.00 PIPE END SECTION, 375 mm | | | 0041 801-06207 5500.000 m | 2.59000 14245.00| 2.59000 14245.00| 3.00000 16500.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06640 16.000 EACH| 73.00000 1168.00| 73.00000 1168.00| 92.00000 1472.00 CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP| 11500.00000 11500.00| 5000.00000 5000.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0044 801-07118 4.000 m | 39.36300 157.44| 39.36000 157.44| 56.10000 224.40 BARRICADE, III-A | | | 0045 802-05701 17.600 m | 26.90000 473.44| 35.63000 627.09| 27.45000 483.12 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0046 802-05702 13.600 m | 17.40000 236.64| 30.06000 408.82| 17.75000 241.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0047 802-07059 2.000 EACH| 25.00000 50.00| 48.00000 96.00| 25.50000 51.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0048 802-76035 7.390 m2 | 169.00000 1248.91| 136.22000 1006.67| 172.40000 1274.04 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0049 808-06713 1380.000 m | 1.18000 1628.40| 1.18000 1628.40| 0.95000 1311.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-06716 850.000 m | 1.48000 1258.00| 2.96000 2516.00| 1.70000 1445.00 LINE, REMOVE | | | 0051 808-75240 139.000 m | 1.59000 221.01| 1.59000 221.01| 1.10000 152.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0052 808-75245 825.000 m | 1.59000 1311.75| 1.59000 1311.75| 1.10000 907.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,449.61 ROUTE : 20 CALL ORDER : 140 CONTRACT ID : R -26793-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-75996 41.000 EACH| 8.00000 328.00| 25.00000 1025.00| 35.95000 1473.95 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0054 808-75998 41.000 EACH| 35.00000 1435.00| 50.00000 2050.00| 47.15000 1933.15 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 347,574.92| $ 362,515.68| $ 369,936.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 347,574.92| $ 362,515.68| $ 369,936.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,552.36 ROUTE : 28 CALL ORDER : 150 CONTRACT ID : R -26803-A COUNTIES : FOUNTAIN LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1063013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 573,120.32 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 639,800.00 111.6344% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 646,503.26 112.8041% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-0918397 |(3) 35-1917625 |ISOM, JACK CONSTRUCTION CO |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 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 8100.00000 8100.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1500.00000 9000.00| 2300.00000 13800.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 31800.00000 31800.00| 32325.00000 32325.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3500.00000 3500.00| 3200.00000 3200.00| 3500.00000 3500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1944.000 m2 | 8.00000 15552.00| 10.00000 19440.00| 13.00000 25272.00 PAVEMENT, REMOVE | | | 0006 202-02241 149.100 m | 19.00000 2832.90| 15.00000 2236.50| 15.00000 2236.50 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 8500.00000 8500.00| 18825.32000 18825.32| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 570.000 m2 | 5.50000 3135.00| 10.00000 5700.00| 7.00000 3990.00 SURFACE MILLING, ASPHALT | | | 0009 202-74035 4.000 EACH| 62.00000 248.00| 45.00000 180.00| 39.00000 156.00 SIGN, REMOVE | | | 0010 203-02000 784.000 m3 | 10.50000 8232.00| 28.00000 21952.00| 31.00000 24304.00 EXCAVATION, COMMON | | | 0011 203-02070 427.000 m3 | 11.75000 5017.25| 19.00000 8113.00| 21.00000 8967.00 BORROW | | | 0012 203-51223 13.000 m3 | 15.00000 195.00| 40.00000 520.00| 31.00000 403.00 EXCAVATION, WATERWAY | | | 0013 205-03371 150.000 m3 | 10.00000 1500.00| 40.00000 6000.00| 31.00000 4650.00 SEDIMENT REMOVE | | | 0014 205-06932 8.000 m | 38.00000 304.00| 32.00000 256.00| 77.00000 616.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,552.36 ROUTE : 28 CALL ORDER : 150 CONTRACT ID : R -26803-A COUNTIES : FOUNTAIN LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-0918397 |(3) 35-1917625 |ISOM, JACK CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06936 90.000 Mg | 22.00000 1980.00| 20.00000 1800.00| 56.00000 5040.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 160.000 m | 5.50000 880.00| 6.95000 1112.00| 7.00000 1120.00 TEMPORARY SILT FENCE | | | 0017 206-93520 30.000 m2 | 135.00000 4050.00| 200.00000 6000.00| 495.00000 14850.00 TEMPORARY SHEET PILING | | | 0018 207-07500 2157.000 m2 | 12.00000 25884.00| 6.75000 14559.75| 18.00000 38826.00 SUBGRADE TREATMENT, TYPE C | | | 0019 211-07454 37.000 m3 | 30.00000 1110.00| 26.00000 962.00| 16.00000 592.00 STRUCTURE BACKFILL | | | 0020 213-52830 213.000 m3 | 150.00000 31950.00| 80.00000 17040.00| 100.00000 21300.00 FLOWABLE MORTAR | | | 0021 303-01180 1052.000 Mg | 18.50000 19462.00| 28.00000 29456.00| 19.00000 19988.00 COMPACTED AGGREGATE, NO. 53 | | | 0022 304-07493 330.000 Mg | 90.00000 29700.00| 125.00000 41250.00| 68.00000 22440.00 WIDENING WITH HMA, TYPE B | | | 0023 401-06264 LUMP| 1750.00000 1750.00| 1600.00000 1600.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0024 401-07321 324.000 Mg | 68.00000 22032.00| 65.00000 21060.00| 68.00000 22032.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0025 401-07390 368.000 Mg | 79.00000 29072.00| 76.00000 27968.00| 62.00000 22816.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0026 401-07407 1344.000 Mg | 52.00000 69888.00| 48.00000 64512.00| 59.00000 79296.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0027 405-05517 1.300 Mg | 1500.00000 1950.00| 1300.00000 1690.00| 300.00000 390.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 1.700 Mg | 300.00000 510.00| 235.00000 399.50| 200.00000 340.00 ASPHALT FOR TACK COAT | | | 0029 601-06854 2.000 EACH| 1800.00000 3600.00| 1500.00000 3000.00| 1555.00000 3110.00 GUARDRAIL, W-BEAM, NESTED | | | 0030 601-07024 3.000 EACH| 6400.00000 19200.00| 5475.00000 16425.00| 5500.00000 16500.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0031 601-94689 4.000 EACH| 2100.00000 8400.00| 1850.00000 7400.00| 2100.00000 8400.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 251.460 m | 35.00000 8801.10| 29.25000 7355.21| 29.50000 7418.07 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06639 212.000 m | 65.00000 13780.00| 100.00000 21200.00| 90.00000 19080.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0034 602-06646 255.000 m | 63.00000 16065.00| 80.00000 20400.00| 85.00000 21675.00 TEMPORARY CONCRETE BARRIER | | | 0035 615-06490 16.000 EACH| 135.00000 2160.00| 105.00000 1680.00| 110.00000 1760.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,552.36 ROUTE : 28 CALL ORDER : 150 CONTRACT ID : R -26803-A COUNTIES : FOUNTAIN LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-0918397 |(3) 35-1917625 |ISOM, JACK CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 615-06505 3.000 EACH| 550.00000 1650.00| 440.00000 1320.00| 750.00000 2250.00 MONUMENT, B | | | 0037 615-06530 1.000 EACH| 600.00000 600.00| 495.00000 495.00| 1000.00000 1000.00 POST, BENCHMARK | | | 0038 616-02320 364.000 m2 | 5.00000 1820.00| 3.00000 1092.00| 3.50000 1274.00 GEOTEXTILES | | | 0039 616-05688 262.000 Mg | 45.00000 11790.00| 32.00000 8384.00| 40.00000 10480.00 RIPRAP, CLASS 1 | | | 0040 616-06405 68.000 Mg | 23.00000 1564.00| 30.00000 2040.00| 40.00000 2720.00 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH| 700.00000 1400.00| 550.00000 1100.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06545 0.400 Mg | 500.00000 200.00| 389.00000 155.60| 390.00000 156.00 FERTILIZER | | | 0043 621-06548 10.000 kg | 35.00000 350.00| 72.00000 720.00| 73.00000 730.00 SEED MIXTURE, CV | | | 0044 621-06553 68.000 kg | 12.00000 816.00| 7.94000 539.92| 8.00000 544.00 SEED MIXTURE, R | | | 0045 621-06557 68.000 kg | 12.00000 816.00| 6.12000 416.16| 6.20000 421.60 SEED MIXTURE, T | | | 0046 621-06565 3.200 Mg | 500.00000 1600.00| 677.00000 2166.40| 678.00000 2169.60 MULCHING MATERIAL | | | 0047 621-06567 0.300 kL | 1.00000 0.30| 2.00000 0.60| 2.00000 0.60 WATER | | | 0048 621-06574 16.000 m2 | 6.50000 104.00| 97.00000 1552.00| 98.00000 1568.00 SODDING | | | 0049 622-52436 4.000 EACH| 35.00000 140.00| 25.00000 100.00| 28.00000 112.00 SIGN, DO NOT MOW OR SPRAY | | | 0050 702-44240 1.400 m3 | 500.00000 700.00| 1000.00000 1400.00| 600.00000 840.00 CONCRETE, A, STRUCTURES | | | 0051 715-05121 39.000 m | 52.00000 2028.00| 150.00000 5850.00| 250.00000 9750.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0052 723-06660 25.240 m2 | 1109.00000 27991.16| 385.00000 9717.40| 875.00000 22085.00 WINGWALL | | | 0053 723-06927 18.014 m | 3508.00000 63193.11| 6000.00000 108084.00| 4160.00000 74938.24 STRUCTURE, PRECAST THREE-SIDED, | | | 0054 801-01851 LUMP| 26000.00000 26000.00| 28000.00000 28000.00| 22000.00000 22000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0055 801-03290 8.000 EACH| 110.00000 880.00| 115.00000 920.00| 115.00000 920.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,552.36 ROUTE : 28 CALL ORDER : 150 CONTRACT ID : R -26803-A COUNTIES : FOUNTAIN LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-0918397 |(3) 35-1917625 |ISOM, JACK CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 801-06203 540.000 m | 1.90000 1026.00| 0.66000 356.40| 1.00000 540.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06207 2354.000 m | 3.75000 8827.50| 3.12000 7344.48| 4.50000 10593.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0058 801-06640 22.000 EACH| 100.00000 2200.00| 65.00000 1430.00| 66.00000 1452.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 4.000 EACH| 58.00000 232.00| 25.00000 100.00| 26.00000 104.00 CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP| 7500.00000 7500.00| 6000.00000 6000.00| 8200.00000 8200.00 MAINTAINING TRAFFIC | | | 0061 801-07119 7.200 m | 30.00000 216.00| 23.23000 167.26| 25.00000 180.00 BARRICADE, III-B | | | 0062 808-06703 660.000 m | 2.00000 1320.00| 1.30000 858.00| 1.35000 891.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0063 808-06716 500.000 m | 2.00000 1000.00| 1.64000 820.00| 1.65000 825.00 LINE, REMOVE | | | 0064 808-75240 83.000 m | 2.00000 166.00| 1.50000 124.50| 1.55000 128.65 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0065 808-75996 14.000 EACH| 25.00000 350.00| 16.00000 224.00| 22.00000 308.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 14.000 EACH| 100.00000 1400.00| 95.00000 1330.00| 95.00000 1330.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 573,120.32| $ 639,800.00| $ 646,503.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 573,120.32| $ 639,800.00| $ 646,503.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,341,990.00 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -26911-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/06/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0653301 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 1,390,494.09 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,392,730.00 100.1607% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,497,569.74 107.7005% 4 35-1139301 E & B PAVING, INC. $ 1,527,392.83 109.8453% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1917625 |SHELLY & SANDS, 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 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2600.00000 2600.00| 2600.00000 2600.00| 3789.72000 3789.72 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1600.00000 6400.00| 2600.00000 10400.00| 2500.00000 10000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 70000.00000 70000.00| 94798.37000 94798.37| 74000.00000 74000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 120928.000 SYS | 1.35000 163252.80| 0.80000 96742.40| 1.20000 145113.60 SURFACE MILLING, ASPHALT , 1" DEPTH | | | 0005 304-07491 100.000 TON | 130.00000 13000.00| 115.00000 11500.00| 130.00000 13000.00 HMA PATCHING, TYPE C , UNDISTRIBUTED | | | 0006 401-06264 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| 9017.85000 9017.85 PROFILOGRAPH, HMA | | | 0007 401-07337 10277.000 TON | 68.70000 706029.90| 80.00000 822160.00| 70.00000 719390.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm , SMA | | | SURFACE | | | 0008 402-03720 46524.000 SYS | 5.25000 244251.00| 4.00000 186096.00| 5.23000 243320.52 MICRO-SURFACING, SURFACE COURSE , TYPE | | | B, SHOULDERS | | | 0009 406-05520 29.000 TON | 175.00000 5075.00| 190.00000 5510.00| 170.00000 4930.00 ASPHALT FOR TACK COAT | | | 0010 602-06729 300.000 EACH| 6.60000 1980.00| 6.60000 1980.00| 4.21000 1263.00 BARRIER DELINEATOR | | | 0011 801-01093 4.000 EACH| 635.00000 2540.00| 630.00000 2520.00| 210.54000 842.16 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0012 801-06198 30.000 DAY | 380.00000 11400.00| 50.00000 1500.00| 50.00000 1500.00 PATROLLER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,341,990.00 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -26911-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1917625 |SHELLY & SANDS, 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-06208 12000.000 LFT | 1.50000 18000.00| 1.10000 13200.00| 1.13000 13560.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0014 801-06640 26.000 EACH| 79.00000 2054.00| 80.00000 2080.00| 68.43000 1779.18 CONSTRUCTION SIGN, A | | | 0015 801-06710 60.000 DAY | 17.00000 1020.00| 17.00000 1020.00| 10.53000 631.80 FLASHING ARROW SIGN | | | 0016 801-06775 LUMP| 55000.00000 55000.00| 50000.00000 50000.00| 183000.00000 183000.00 MAINTAINING TRAFFIC | | | 0017 801-07118 288.000 LFT | 10.55000 3038.40| 11.00000 3168.00| 3.95000 1137.60 BARRICADE, III-A | | | 0018 801-07215 50.000 DAY | 79.16000 3958.00| 80.00000 4000.00| 60.00000 3000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0019 808-01226 1196.000 EACH| 5.00000 5980.00| 4.30000 5142.80| 5.00000 5980.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0020 808-06702 30480.000 LFT | 0.40000 12192.00| 0.41000 12496.80| 0.32000 9753.60 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0021 808-06705 5280.000 LFT | 1.25000 6600.00| 1.30000 6864.00| 0.79000 4171.20 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0022 808-06713 30781.000 LFT | 0.09000 2770.29| 0.09000 2770.29| 0.09000 2770.29 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 34726.000 LFT | 0.09000 3125.34| 0.09000 3125.34| 0.09000 3125.34 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75996 1196.000 EACH| 11.50000 13754.00| 6.00000 7176.00| 11.53000 13789.88 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 1017.000 EACH| 29.66000 30164.22| 30.00000 30510.00| 24.00000 24408.00 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | WHITE | | | 0026 808-75998 133.000 EACH| 29.66000 3944.78| 30.00000 3990.00| 24.00000 3192.00 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | YELLOW/RED | | | 0027 808-75998 46.000 EACH| 29.66000 1364.36| 30.00000 1380.00| 24.00000 1104.00 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | WHITE/RED | | | SECTION TOTALS | $ 1,390,494.09| $ 1,392,730.00| $ 1,497,569.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,390,494.09| $ 1,392,730.00| $ 1,497,569.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,341,990.00 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -26911-A COUNTIES : MARION LETTING DATE : 07/15/03 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 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2550.00000 10200.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 152500.00000 152500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 120928.000 SYS | 2.00000 241856.00| | SURFACE MILLING, ASPHALT , 1" DEPTH | | | 0005 304-07491 100.000 TON | 150.00000 15000.00| | HMA PATCHING, TYPE C , UNDISTRIBUTED | | | 0006 401-06264 LUMP| 10000.00000 10000.00| | PROFILOGRAPH, HMA | | | 0007 401-07337 10277.000 TON | 65.00000 668005.00| | QC/QA-HMA, 5, 76, SURFACE, 9.5 mm , SMA | | | SURFACE | | | 0008 402-03720 46524.000 SYS | 5.00000 232620.00| | MICRO-SURFACING, SURFACE COURSE , TYPE | | | B, SHOULDERS | | | 0009 406-05520 29.000 TON | 200.00000 5800.00| | ASPHALT FOR TACK COAT | | | 0010 602-06729 300.000 EACH| 6.25000 1875.00| | BARRIER DELINEATOR | | | 0011 801-01093 4.000 EACH| 600.00000 2400.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0012 801-06198 30.000 DAY | 1.00000 30.00| | PATROLLER | | | 0013 801-06208 12000.000 LFT | 0.25000 3000.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0014 801-06640 26.000 EACH| 75.00000 1950.00| | CONSTRUCTION SIGN, A | | | 0015 801-06710 60.000 DAY | 16.00000 960.00| | FLASHING ARROW SIGN | | | 0016 801-06775 LUMP| 95000.00000 95000.00| | MAINTAINING TRAFFIC | | | 0017 801-07118 288.000 LFT | 10.00000 2880.00| | BARRICADE, III-A | | | 0018 801-07215 50.000 DAY | 75.00000 3750.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,341,990.00 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -26911-A COUNTIES : MARION LETTING DATE : 07/15/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 808-01226 1196.000 EACH| 4.05000 4843.80| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0020 808-06702 30480.000 LFT | 0.39000 11887.20| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0021 808-06705 5280.000 LFT | 1.20000 6336.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0022 808-06713 30781.000 LFT | 0.09000 2770.29| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 34726.000 LFT | 0.09000 3125.34| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75996 1196.000 EACH| 5.85000 6996.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 1017.000 EACH| 28.10000 28577.70| | SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | WHITE | | | 0026 808-75998 133.000 EACH| 28.10000 3737.30| | SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | YELLOW/RED | | | 0027 808-75998 46.000 EACH| 28.10000 1292.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | WHITE/RED | | | SECTION TOTALS | $ 1,527,392.83| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,527,392.83| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 987,442.61 ROUTE : SMITH VALLEY ROAD CALL ORDER : 210 CONTRACT ID : R -26943-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/18/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B868004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 787,195.68 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 880,168.05 111.8105% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 943,363.00 119.8384% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 948,400.00 120.4783% 5 35-1315965 FOX CONTRACTORS CORP. $ 1,285,308.55 163.2768% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0999231 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 20800.00000 20800.00| 2780.00000 2780.00| 23000.00000 23000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1700.00000 20400.00| 900.00000 10800.00| 2350.00000 28200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 21000.00000 21000.00| 44000.00000 44000.00| 37466.14000 37466.14 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 17600.00000 17600.00| 14500.00000 14500.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 1375.00000 1375.00| 3000.00000 3000.00| 5200.00000 5200.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-03000 LUMP| 1.00000 1.00| 5000.00000 5000.00| 13000.00000 13000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 21 | | | 0007 202-03000 LUMP| 1.00000 1.00| 4000.00000 4000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0008 202-60820 355.000 m2 | 6.21000 2204.55| 6.80000 2414.00| 9.50000 3372.50 SURFACE MILLING, ASPHALT | | | 0009 202-74035 13.000 EACH| 23.00000 299.00| 24.00000 312.00| 54.00000 702.00 SIGN, REMOVE | | | 0010 202-74045 18.000 EACH| 42.00000 756.00| 39.00000 702.00| 54.00000 972.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 203-02000 2608.000 m3 | 6.00000 15648.00| 39.00000 101712.00| 20.70000 53985.60 EXCAVATION, COMMON | | | 0012 203-02070 3117.000 m3 | 17.00000 52989.00| 4.50000 14026.50| 19.00000 59223.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 987,442.61 ROUTE : SMITH VALLEY ROAD CALL ORDER : 210 CONTRACT ID : R -26943-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0999231 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06932 9.000 m | 32.00000 288.00| 37.00000 333.00| 33.00000 297.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 10.000 EACH| 50.00000 500.00| 67.00000 670.00| 53.00000 530.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 365.000 m | 4.75000 1733.75| 5.50000 2007.50| 5.00000 1825.00 TEMPORARY SILT FENCE | | | 0016 207-07500 5920.000 m2 | 3.53000 20897.60| 4.40000 26048.00| 4.50000 26640.00 SUBGRADE TREATMENT, TYPE C | | | 0017 211-07454 911.000 m3 | 20.00000 18220.00| 19.00000 17309.00| 17.00000 15487.00 STRUCTURE BACKFILL | | | 0018 213-52830 100.000 m3 | 90.00000 9000.00| 65.00000 6500.00| 85.00000 8500.00 FLOWABLE MORTAR | | | 0019 303-01180 2.000 Mg | 120.00000 240.00| 130.00000 260.00| 130.00000 260.00 COMPACTED AGGREGATE, NO. 53 | | | 0020 303-04075 22.100 Mg | 30.00000 663.00| 33.00000 729.30| 30.00000 663.00 COMPACTED AGGREGATE, O, 73 | | | 0021 401-07322 491.000 Mg | 55.00000 27005.00| 50.00000 24550.00| 48.00000 23568.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0022 401-07392 1380.700 Mg | 39.00000 53847.30| 38.00000 52466.60| 36.75000 50740.73 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0023 401-07408 2108.500 Mg | 38.00000 80123.00| 38.00000 80123.00| 36.75000 77487.38 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0026 405-05517 9.100 Mg | 350.00000 3185.00| 325.00000 2957.50| 325.00000 2957.50 ASPHALT FOR PRIME COAT | | | 0027 406-05520 61.000 Mg | 0.01000 0.61| 1.95000 118.95| 185.00000 11285.00 ASPHALT FOR TACK COAT | | | 0028 604-06069 40.000 m2 | 112.19000 4487.60| 110.00000 4400.00| 43.00000 1720.00 CURB RAMP, CONCRETE | | | 0029 604-91531 216.000 m2 | 51.73000 11173.68| 46.00000 9936.00| 37.00000 7992.00 SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06150 982.000 m | 38.00000 37316.00| 38.00000 37316.00| 45.00000 44190.00 CURB AND GUTTER, C, CONCRETE | | | 0031 610-07488 14.000 Mg | 140.00000 1960.00| 100.00000 1400.00| 110.00000 1540.00 HMA FOR APPROACHES, TYPE C | | | 0032 611-05330 1246.100 m2 | 46.69000 58180.41| 44.00000 54828.40| 42.00000 52336.20 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0033 611-06497 19.000 EACH| 188.00000 3572.00| 210.00000 3990.00| 165.00000 3135.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 15.000 EACH| 118.00000 1770.00| 130.00000 1950.00| 155.00000 2325.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 987,442.61 ROUTE : SMITH VALLEY ROAD CALL ORDER : 210 CONTRACT ID : R -26943-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0999231 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 616-02320 158.000 m2 | 2.82000 445.56| 4.00000 632.00| 4.00000 632.00 GEOTEXTILES | | | 0037 616-06405 18.000 Mg | 30.00000 540.00| 50.00000 900.00| 45.00000 810.00 RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 40.00000 40.00| 650.00000 650.00| 40.00000 40.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06567 268.000 kL | 0.55000 147.40| 0.60000 160.80| 1.00000 268.00 WATER | | | 0040 621-06575 14866.000 m2 | 3.20000 47571.20| 3.05000 45341.30| 3.00000 44598.00 SODDING, NURSERY | | | 0041 702-44240 4.000 m3 | 1345.03000 5380.12| 1510.00000 6040.00| 1350.00000 5400.00 CONCRETE, A, STRUCTURES | | | 0042 703-51030 132.000 kg | 2.50000 330.00| 2.50000 330.00| 5.50000 726.00 REINFORCING STEEL | | | 0043 715-05048 1152.000 m | 7.38000 8501.76| 12.00000 13824.00| 9.75000 11232.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05147 7.000 m | 60.00000 420.00| 70.00000 490.00| 42.00000 294.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0045 715-05149 336.000 m | 74.00000 24864.00| 73.00000 24528.00| 90.00000 30240.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05151 107.000 m | 69.00000 7383.00| 80.00000 8560.00| 100.00000 10700.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05154 112.000 m | 116.00000 12992.00| 160.00000 17920.00| 130.00000 14560.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0048 715-05335 203.000 m | 191.10000 38793.30| 210.00000 42630.00| 220.00000 44660.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0049 715-05338 18.000 m | 330.00000 5940.00| 340.00000 6120.00| 360.00000 6480.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0050 715-46000 1.000 EACH| 640.00000 640.00| 350.00000 350.00| 260.00000 260.00 PIPE END SECTION, 300 mm | | | 0051 715-46005 1.000 EACH| 670.00000 670.00| 450.00000 450.00| 270.00000 270.00 PIPE END SECTION, 375 mm | | | 0052 718-52610 222.000 m3 | 32.83000 7288.26| 30.00000 6660.00| 40.00000 8880.00 AGGREGATE FOR UNDERDRAINS | | | 0053 718-99153 2132.000 m2 | 1.31000 2792.92| 2.40000 5116.80| 1.75000 3731.00 GEOTEXTILES FOR UNDERDRAIN | | | 0054 720-04721 4.000 EACH| 2200.00000 8800.00| 2410.00000 9640.00| 3300.00000 13200.00 MANHOLE, K 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 987,442.61 ROUTE : SMITH VALLEY ROAD CALL ORDER : 210 CONTRACT ID : R -26943-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0999231 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 720-44000 1.000 EACH| 336.00000 336.00| 390.00000 390.00| 425.00000 425.00 CASTING, ADJUST TO GRADE | | | 0056 720-45030 2.000 EACH| 870.00000 1740.00| 810.00000 1620.00| 1400.00000 2800.00 INLET, E7 | | | 0057 720-45075 3.000 EACH| 1116.00000 3348.00| 1060.00000 3180.00| 1700.00000 5100.00 INLET, R13 | | | 0058 720-45270 2.000 EACH| 1132.00000 2264.00| 1450.00000 2900.00| 900.00000 1800.00 PIPE CATCH BASIN, 450 mm | | | 0059 720-45410 3.000 EACH| 1160.00000 3480.00| 1530.00000 4590.00| 2000.00000 6000.00 MANHOLE, C4 | | | 0060 720-94432 3.000 EACH| 1121.00000 3363.00| 1490.00000 4470.00| 1900.00000 5700.00 MANHOLE, C7 | | | 0061 720-94612 1.000 EACH| 2860.00000 2860.00| 2460.00000 2460.00| 3600.00000 3600.00 MANHOLE, K4 | | | 0062 720-95422 3.000 EACH| 1700.00000 5100.00| 1980.00000 5940.00| 3250.00000 9750.00 MANHOLE, J4 | | | 0063 720-98174 9.000 EACH| 1480.00000 13320.00| 1420.00000 12780.00| 1975.00000 17775.00 INLET, B15 | | | 0064 720-98555 8.000 EACH| 1450.00000 11600.00| 1420.00000 11360.00| 2000.00000 16000.00 INLET, C15 | | | 0065 801-06625 40.000 EACH| 55.00000 2200.00| 61.00000 2440.00| 60.00000 2400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 8.000 EACH| 125.00000 1000.00| 140.00000 1120.00| 130.00000 1040.00 CONSTRUCTION SIGN, A | | | 0067 801-06775 LUMP| 6000.00000 6000.00| 33500.00000 33500.00| 19000.00000 19000.00 MAINTAINING TRAFFIC | | | 0068 801-07118 32.000 m | 8.00000 256.00| 8.90000 284.80| 8.50000 272.00 BARRICADE, III-A | | | 0069 802-76025 6.500 m2 | 163.00000 1059.50| 117.00000 760.50| 180.00000 1170.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 802-76035 1.000 m2 | 168.00000 168.00| 195.00000 195.00| 190.00000 190.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0071 802-76045 8.000 m2 | 179.00000 1432.00| 130.00000 1040.00| 230.00000 1840.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0072 802-76055 76.000 m | 13.80000 1048.80| 17.55000 1333.80| 30.00000 2280.00 SIGN POST, A | | | 0073 805-01815 4.000 EACH| 1710.00000 6840.00| 1670.00000 6680.00| 1900.00000 7600.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 210 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 987,442.61 ROUTE : SMITH VALLEY ROAD CALL ORDER : 210 CONTRACT ID : R -26943-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0999231 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 805-01842 10.000 EACH| 810.00000 8100.00| 650.00000 6500.00| 600.00000 6000.00 HANDHOLE, SIGNAL | | | 0075 805-03370 2.000 EACH| 400.00000 800.00| 340.00000 680.00| 330.00000 660.00 PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 460 mm | | | 0076 805-06592 420.000 m | 33.00000 13860.00| 31.00000 13020.00| 32.00000 13440.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0077 805-78205 4.000 EACH| 360.00000 1440.00| 340.00000 1360.00| 375.00000 1500.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0078 805-78230 4.000 EACH| 540.00000 2160.00| 560.00000 2240.00| 625.00000 2500.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0079 805-78415 4.000 EACH| 880.00000 3520.00| 1330.00000 5320.00| 790.00000 3160.00 SPAN, CATENARY, AND TETHER | | | 0080 805-78420 4.000 EACH| 236.00000 944.00| 210.00000 840.00| 205.00000 820.00 DISCONNECT HANGER | | | 0081 805-78445 1.000 EACH| 328.00000 328.00| 440.00000 440.00| 450.00000 450.00 SIGNAL SERVICE | | | 0082 805-78467 23.000 m | 6.80000 156.40| 5.00000 115.00| 4.00000 92.00 SIGNAL CABLE, 3C 8GA. | | | 0083 805-78470 164.000 m | 0.36000 59.04| 2.20000 360.80| 2.50000 410.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0084 805-78485 97.000 m | 6.60000 640.20| 3.10000 300.70| 2.75000 266.75 SIGNAL CABLE, 5C 14GA. | | | 0085 805-78490 205.000 m | 6.40000 1312.00| 3.30000 676.50| 3.00000 615.00 SIGNAL CABLE, 7C 14GA. | | | 0086 805-78510 506.000 m | 4.07000 2059.42| 2.00000 1012.00| 2.50000 1265.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0087 805-78785 8.000 EACH| 680.00000 5440.00| 490.00000 3920.00| 550.00000 4400.00 SIGNAL DETECTOR HOUSING | | | 0088 805-78795 164.000 m | 22.00000 3608.00| 22.00000 3608.00| 35.00000 5740.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0089 805-78925 1.000 EACH| 1010.00000 1010.00| 750.00000 750.00| 850.00000 850.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0090 805-81032 2.000 EACH| 2200.00000 4400.00| 2680.00000 5360.00| 2300.00000 4600.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0091 805-81060 2.000 EACH| 2600.00000 5200.00| 3200.00000 6400.00| 2900.00000 5800.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0092 808-06703 191.000 m | 1.20000 229.20| 1.20000 229.20| 1.25000 238.75 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 210 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 987,442.61 ROUTE : SMITH VALLEY ROAD CALL ORDER : 210 CONTRACT ID : R -26943-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0999231 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 808-75245 1570.500 m | 1.10000 1727.55| 1.10000 1727.55| 1.25000 1963.13 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0094 808-75278 52.700 m | 6.00000 316.20| 6.00000 316.20| 6.60000 347.82 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0095 808-75297 29.000 m | 11.15000 323.35| 11.15000 323.35| 12.00000 348.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0096 808-75300 21.000 m | 5.00000 105.00| 5.00000 105.00| 5.50000 115.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0097 808-75320 8.000 EACH| 64.00000 512.00| 64.00000 512.00| 70.00000 560.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0098 808-75325 3.000 EACH| 74.00000 222.00| 74.00000 222.00| 81.00000 243.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0099 402-07434 13.000 Mg | 114.00000 1482.00| 73.00000 949.00| 71.00000 923.00 HMA SURFACE, TYPE C | | | 0100 402-07439 22.000 Mg | 75.00000 1650.00| 57.00000 1254.00| 56.00000 1232.00 HMA INTERMEDIATE, TYPE C | | | SECTION TOTALS | $ 787,195.68| $ 880,168.05| $ 943,363.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 787,195.68| $ 880,168.05| $ 943,363.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 210 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 987,442.61 ROUTE : SMITH VALLEY ROAD CALL ORDER : 210 CONTRACT ID : R -26943-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1315965 | |MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS CORP. | 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| 18000.00000 18000.00| 27150.00000 27150.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| 2485.00000 29820.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 46260.00000 46260.00| 79200.00000 79200.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 19000.00000 19000.00| 75080.00000 75080.00| CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 2000.00000 2000.00| 7186.00000 7186.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-03000 LUMP| 8000.00000 8000.00| 16000.00000 16000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 21 | | | 0007 202-03000 LUMP| 7000.00000 7000.00| 16000.00000 16000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0008 202-60820 355.000 m2 | 8.00000 2840.00| 13.09000 4646.95| SURFACE MILLING, ASPHALT | | | 0009 202-74035 13.000 EACH| 22.40000 291.20| 64.92000 843.96| SIGN, REMOVE | | | 0010 202-74045 18.000 EACH| 37.50000 675.00| 64.92000 1168.56| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 203-02000 2608.000 m3 | 10.00000 26080.00| 31.00000 80848.00| EXCAVATION, COMMON | | | 0012 203-02070 3117.000 m3 | 22.00000 68574.00| 28.80000 89769.60| BORROW | | | 0013 205-06932 9.000 m | 33.60000 302.40| 106.77000 960.93| TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 10.000 EACH| 52.15000 521.50| 72.80000 728.00| TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 365.000 m | 6.75000 2463.75| 6.02000 2197.30| TEMPORARY SILT FENCE | | | 0016 207-07500 5920.000 m2 | 5.00000 29600.00| 6.47000 38302.40| SUBGRADE TREATMENT, TYPE C | | | 0017 211-07454 911.000 m3 | 22.00000 20042.00| 18.82000 17145.02| STRUCTURE BACKFILL | | | 0018 213-52830 100.000 m3 | 75.00000 7500.00| 125.23000 12523.00| FLOWABLE MORTAR | | | 0019 303-01180 2.000 Mg | 125.00000 250.00| 37.86000 75.72| COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 210 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 987,442.61 ROUTE : SMITH VALLEY ROAD CALL ORDER : 210 CONTRACT ID : R -26943-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1315965 | |MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 303-04075 22.100 Mg | 28.00000 618.80| 23.07000 509.85| COMPACTED AGGREGATE, O, 73 | | | 0021 401-07322 491.000 Mg | 66.00000 32406.00| 66.73000 32764.43| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0022 401-07392 1380.700 Mg | 43.00000 59370.10| 50.96000 70360.47| QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0023 401-07408 2108.500 Mg | 41.50000 87502.75| 46.10000 97201.85| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0026 405-05517 9.100 Mg | 250.00000 2275.00| 667.30000 6072.43| ASPHALT FOR PRIME COAT | | | 0027 406-05520 61.000 Mg | 20.00000 1220.00| 272.99000 16652.39| ASPHALT FOR TACK COAT | | | 0028 604-06069 40.000 m2 | 105.00000 4200.00| 145.59000 5823.60| CURB RAMP, CONCRETE | | | 0029 604-91531 216.000 m2 | 48.00000 10368.00| 94.64000 20442.24| SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06150 982.000 m | 62.00000 60884.00| 54.60000 53617.20| CURB AND GUTTER, C, CONCRETE | | | 0031 610-07488 14.000 Mg | 114.00000 1596.00| 266.92000 3736.88| HMA FOR APPROACHES, TYPE C | | | 0032 611-05330 1246.100 m2 | 52.00000 64797.20| 48.53000 60473.23| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0033 611-06497 19.000 EACH| 168.00000 3192.00| 212.32000 4034.08| MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 15.000 EACH| 200.00000 3000.00| 175.92000 2638.80| RIGHT OF WAY MARKER | | | 0036 616-02320 158.000 m2 | 2.75000 434.50| 2.39000 377.62| GEOTEXTILES | | | 0037 616-06405 18.000 Mg | 33.00000 594.00| 37.34000 672.12| RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 500.00000 500.00| 710.00000 710.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06567 268.000 kL | 0.50000 134.00| 0.67000 179.56| WATER | | | 0040 621-06575 14866.000 m2 | 3.20000 47571.20| 3.70000 55004.20| SODDING, NURSERY | | | 0041 702-44240 4.000 m3 | 1800.00000 7200.00| 4493.56000 17974.24| CONCRETE, A, STRUCTURES | | | 0042 703-51030 132.000 kg | 4.00000 528.00| 3.82000 504.24| REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 210 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 987,442.61 ROUTE : SMITH VALLEY ROAD CALL ORDER : 210 CONTRACT ID : R -26943-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1315965 | |MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 715-05048 1152.000 m | 9.30000 10713.60| 9.79000 11278.08| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05147 7.000 m | 85.00000 595.00| 77.00000 539.00| PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0045 715-05149 336.000 m | 89.00000 29904.00| 88.89000 29867.04| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05151 107.000 m | 98.00000 10486.00| 102.15000 10930.05| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05154 112.000 m | 145.00000 16240.00| 131.50000 14728.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0048 715-05335 203.000 m | 240.00000 48720.00| 249.16000 50579.48| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0049 715-05338 18.000 m | 330.00000 5940.00| 393.40000 7081.20| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0050 715-46000 1.000 EACH| 290.00000 290.00| 563.92000 563.92| PIPE END SECTION, 300 mm | | | 0051 715-46005 1.000 EACH| 298.00000 298.00| 616.95000 616.95| PIPE END SECTION, 375 mm | | | 0052 718-52610 222.000 m3 | 40.40000 8968.80| 39.99000 8877.78| AGGREGATE FOR UNDERDRAINS | | | 0053 718-99153 2132.000 m2 | 1.80000 3837.60| 1.26000 2686.32| GEOTEXTILES FOR UNDERDRAIN | | | 0054 720-04721 4.000 EACH| 2200.00000 8800.00| 5367.88000 21471.52| MANHOLE, K 7 | | | 0055 720-44000 1.000 EACH| 220.00000 220.00| 474.05000 474.05| CASTING, ADJUST TO GRADE | | | 0056 720-45030 2.000 EACH| 1070.00000 2140.00| 1611.00000 3222.00| INLET, E7 | | | 0057 720-45075 3.000 EACH| 1360.00000 4080.00| 1863.00000 5589.00| INLET, R13 | | | 0058 720-45270 2.000 EACH| 850.00000 1700.00| 926.00000 1852.00| PIPE CATCH BASIN, 450 mm | | | 0059 720-45410 3.000 EACH| 1670.00000 5010.00| 2710.00000 8130.00| MANHOLE, C4 | | | 0060 720-94432 3.000 EACH| 1450.00000 4350.00| 2672.00000 8016.00| MANHOLE, C7 | | | 0061 720-94612 1.000 EACH| 2540.00000 2540.00| 5355.00000 5355.00| MANHOLE, K4 | | | 0062 720-95422 3.000 EACH| 2165.00000 6495.00| 3347.00000 10041.00| MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 210 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 987,442.61 ROUTE : SMITH VALLEY ROAD CALL ORDER : 210 CONTRACT ID : R -26943-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1315965 | |MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 720-98174 9.000 EACH| 1800.00000 16200.00| 2273.00000 20457.00| INLET, B15 | | | 0064 720-98555 8.000 EACH| 1795.00000 14360.00| 2273.00000 18184.00| INLET, C15 | | | 0065 801-06625 40.000 EACH| 89.00000 3560.00| 103.13000 4125.20| DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 8.000 EACH| 115.00000 920.00| 133.46000 1067.68| CONSTRUCTION SIGN, A | | | 0067 801-06775 LUMP| 8001.06000 8001.06| 6673.00000 6673.00| MAINTAINING TRAFFIC | | | 0068 801-07118 32.000 m | 33.00000 1056.00| 39.80000 1273.60| BARRICADE, III-A | | | 0069 802-76025 6.500 m2 | 122.50000 796.25| 201.60000 1310.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 802-76035 1.000 m2 | 205.00000 205.00| 217.38000 217.38| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0071 802-76045 8.000 m2 | 136.00000 1088.00| 256.50000 2052.00| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0072 802-76055 76.000 m | 18.30000 1390.80| 33.85000 2572.60| SIGN POST, A | | | 0073 805-01815 4.000 EACH| 1590.00000 6360.00| 2099.20000 8396.80| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0074 805-01842 10.000 EACH| 616.00000 6160.00| 768.30000 7683.00| HANDHOLE, SIGNAL | | | 0075 805-03370 2.000 EACH| 318.00000 636.00| 365.80000 731.60| PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 460 mm | | | 0076 805-06592 420.000 m | 29.00000 12180.00| 35.26000 14809.20| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0077 805-78205 4.000 EACH| 325.50000 1302.00| 433.05000 1732.20| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0078 805-78230 4.000 EACH| 525.00000 2100.00| 687.85000 2751.40| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0079 805-78415 4.000 EACH| 1300.00000 5200.00| 870.00000 3480.00| SPAN, CATENARY, AND TETHER | | | 0080 805-78420 4.000 EACH| 205.00000 820.00| 223.75000 895.00| DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 210 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 987,442.61 ROUTE : SMITH VALLEY ROAD CALL ORDER : 210 CONTRACT ID : R -26943-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1315965 | |MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 805-78445 1.000 EACH| 400.00000 400.00| 491.44000 491.44| SIGNAL SERVICE | | | 0082 805-78467 23.000 m | 4.75000 109.25| 4.61000 106.03| SIGNAL CABLE, 3C 8GA. | | | 0083 805-78470 164.000 m | 2.15000 352.60| 3.00000 492.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0084 805-78485 97.000 m | 2.95000 286.15| 3.14000 304.58| SIGNAL CABLE, 5C 14GA. | | | 0085 805-78490 205.000 m | 3.05000 625.25| 3.54000 725.70| SIGNAL CABLE, 7C 14GA. | | | 0086 805-78510 506.000 m | 1.96000 991.76| 2.74000 1386.44| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0087 805-78785 8.000 EACH| 465.00000 3720.00| 620.53000 4964.24| SIGNAL DETECTOR HOUSING | | | 0088 805-78795 164.000 m | 21.30000 3493.20| 38.78000 6359.92| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0089 805-78925 1.000 EACH| 800.00000 800.00| 982.90000 982.90| CONTROLLER CABINET FOUNDATION, P1 | | | 0090 805-81032 2.000 EACH| 2600.00000 5200.00| 2726.90000 5453.80| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0091 805-81060 2.000 EACH| 2995.00000 5990.00| 3127.27000 6254.54| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0092 808-06703 191.000 m | 1.20000 229.20| 1.40000 267.40| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0093 808-75245 1570.500 m | 1.00000 1570.50| 1.04000 1633.32| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0094 808-75278 52.700 m | 5.10000 268.77| 5.86000 308.82| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0095 808-75297 29.000 m | 11.25000 326.25| 13.00000 377.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0096 808-75300 21.000 m | 3.20000 67.20| 3.64000 76.44| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0097 808-75320 8.000 EACH| 48.92000 391.36| 54.60000 436.80| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0098 808-75325 3.000 EACH| 55.00000 165.00| 69.16000 207.48| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 210 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 987,442.61 ROUTE : SMITH VALLEY ROAD CALL ORDER : 210 CONTRACT ID : R -26943-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1315965 | |MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 402-07434 13.000 Mg | 115.00000 1495.00| 151.66000 1971.58| HMA SURFACE, TYPE C | | | 0100 402-07439 22.000 Mg | 112.00000 2464.00| 127.40000 2802.80| HMA INTERMEDIATE, TYPE C | | | SECTION TOTALS | $ 948,400.00| $ 1,285,308.55| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 948,400.00| $ 1,285,308.55| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 582,189.37 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26978-A COUNTIES : HAMILTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/17/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9929030 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 526,723.62 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 580,804.28 110.2673% 3 35-1561537 GLOBE ASPHALT PAVING CO $ 616,471.86 117.0389% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 628,157.00 119.2574% 5 35-1139301 E & B PAVING, INC. $ 674,000.00 127.9608% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1561537 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I|GLOBE ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, TRAILWAY | | | 0001 105-06845 LUMP| 16800.00000 16800.00| 20000.00000 20000.00| 17600.00000 17600.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 7000.00000 7000.00| 30000.00000 30000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 3900.00000 3900.00| 20000.00000 20000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0004 202-02240 115.000 m2 | 6.50000 747.50| 9.00000 1035.00| 17.60000 2024.00 PAVEMENT, REMOVE | | | 0005 202-02273 31.600 m2 | 40.00000 1264.00| 13.00000 410.80| 30.00000 948.00 CENTER CURB, CONCRETE, REMOVE | | | 0006 202-52710 1504.000 m2 | 9.50000 14288.00| 7.00000 10528.00| 14.20000 21356.80 SIDEWALK, CONCRETE, REMOVE | | | 0007 203-02000 521.000 m3 | 105.00000 54705.00| 50.00000 26050.00| 28.00000 14588.00 EXCAVATION, COMMON | | | 0008 205-06933 15.000 EACH| 51.84000 777.60| 50.00000 750.00| 58.00000 870.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 3200.000 m | 4.15000 13280.00| 4.00000 12800.00| 4.60000 14720.00 TEMPORARY SILT FENCE | | | 0010 207-07503 14477.000 m2 | 1.18000 17082.86| 2.00000 28954.00| 3.00000 43431.00 SUBGRADE TREATMENT, TYPE E | | | 0011 211-02060 17.600 m3 | 28.00000 492.80| 19.00000 334.40| 40.00000 704.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04075 2855.000 Mg | 14.75000 42111.25| 13.00000 37115.00| 15.50000 44252.50 COMPACTED AGGREGATE, O, 73 | | | 0013 303-52308 4838.000 Mg | 15.75000 76198.50| 15.00000 72570.00| 17.50000 84665.00 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 582,189.37 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26978-A COUNTIES : HAMILTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1561537 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I|GLOBE ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 304-07490 22.800 Mg | 80.10000 1826.28| 80.00000 1824.00| 100.00000 2280.00 HMA PATCHING, TYPE B | | | 0015 402-07432 1303.000 Mg | 48.06000 62622.18| 46.00000 59938.00| 55.00000 71665.00 HMA SURFACE, TYPE A | | | 0016 402-07435 2172.000 Mg | 39.52000 85837.44| 43.00000 93396.00| 47.00000 102084.00 HMA INTERMEDIATE, TYPE A | | | 0017 405-05517 32.800 Mg | 211.46000 6935.89| 300.00000 9840.00| 290.00000 9512.00 ASPHALT FOR PRIME COAT | | | 0018 406-05520 3.700 Mg | 211.46000 782.40| 400.00000 1480.00| 420.00000 1554.00 ASPHALT FOR TACK COAT | | | 0019 604-06069 20.000 m2 | 55.00000 1100.00| 75.00000 1500.00| 68.00000 1360.00 CURB RAMP, CONCRETE | | | 0020 605-06155 2273.000 m | 26.25000 59666.25| 35.00000 79555.00| 30.00000 68190.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0021 621-01004 1.000 EACH| 507.29000 507.29| 500.00000 500.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 11016.000 m2 | 0.47000 5177.52| 0.44000 4847.04| 0.51000 5618.16 MULCHED SEEDING, R | | | 0023 715-05048 1394.000 m | 6.50000 9061.00| 8.00000 11152.00| 9.20000 12824.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0024 715-05247 45.800 m | 256.00000 11724.80| 385.00000 17633.00| 785.00000 35953.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.45 | | | m2 | | | 0025 715-44240 5.100 m3 | 600.00000 3060.00| 1000.00000 5100.00| 690.00000 3519.00 CONCRETE, A, STRUCTURES | | | 0026 718-52610 190.000 m3 | 57.00000 10830.00| 32.83000 6237.70| 38.20000 7258.00 AGGREGATE FOR UNDERDRAINS | | | 0027 720-44000 2.000 EACH| 750.00000 1500.00| 400.00000 800.00| 275.00000 550.00 CASTING, ADJUST TO GRADE | | | 0028 801-06640 10.000 EACH| 61.94000 619.40| 58.00000 580.00| 80.00000 800.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 1653.63000 1653.63| 11300.00000 11300.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0030 802-76025 1.080 m2 | 213.60000 230.69| 200.00000 216.00| 210.00000 226.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0031 805-02152 16.000 EACH| 320.39000 5126.24| 300.00000 4800.00| 315.00000 5040.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0032 805-78370 16.000 EACH| 106.80000 1708.80| 100.00000 1600.00| 105.00000 1680.00 PEDESTRIAN PUSH BUTTON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 582,189.37 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26978-A COUNTIES : HAMILTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1561537 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I|GLOBE ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 805-78485 1438.000 m | 2.14000 3077.32| 2.00000 2876.00| 2.10000 3019.80 SIGNAL CABLE, 5C 14GA. | | | 0034 805-96014 22.000 m | 3.50000 77.00| 20.20000 444.40| 17.10000 376.20 SAW CUT, FULL DEPTH | | | 0035 808-03439 66.700 m | 11.21000 747.71| 10.50000 700.35| 10.55000 703.69 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0036 808-06368 118.000 m | 11.56000 1364.08| 10.82000 1276.76| 3.15000 371.70 TRANSVERSE MARKING, REMOVE | | | 0037 808-06713 750.000 m | 0.98000 735.00| 0.92000 690.00| 1.30000 975.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0038 808-75297 109.100 m | 11.48000 1252.47| 10.75000 1172.83| 10.55000 1151.01 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0039 808-75300 456.000 m | 1.87000 852.72| 1.75000 798.00| 3.40000 1550.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | SECTION TOTALS | $ 526,723.62| $ 580,804.28| $ 616,471.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 526,723.62| $ 580,804.28| $ 616,471.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 582,189.37 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26978-A COUNTIES : HAMILTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 | |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 ENHANCEMENT, TRAILWAY | | | 0001 105-06845 LUMP| 19000.00000 19000.00| 7200.00000 7200.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 32000.00000 32000.00| 33300.00000 33300.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 16000.00000 16000.00| 3500.00000 3500.00| CLEARING RIGHT OF WAY | | | 0004 202-02240 115.000 m2 | 46.00000 5290.00| 15.00000 1725.00| PAVEMENT, REMOVE | | | 0005 202-02273 31.600 m2 | 96.00000 3033.60| 92.00000 2907.20| CENTER CURB, CONCRETE, REMOVE | | | 0006 202-52710 1504.000 m2 | 13.00000 19552.00| 7.00000 10528.00| SIDEWALK, CONCRETE, REMOVE | | | 0007 203-02000 521.000 m3 | 90.00000 46890.00| 50.00000 26050.00| EXCAVATION, COMMON | | | 0008 205-06933 15.000 EACH| 57.00000 855.00| 50.00000 750.00| TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 3200.000 m | 4.60000 14720.00| 4.00000 12800.00| TEMPORARY SILT FENCE | | | 0010 207-07503 14477.000 m2 | 1.20000 17372.40| 9.00000 130293.00| SUBGRADE TREATMENT, TYPE E | | | 0011 211-02060 17.600 m3 | 31.00000 545.60| 110.00000 1936.00| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04075 2855.000 Mg | 18.00000 51390.00| 16.00000 45680.00| COMPACTED AGGREGATE, O, 73 | | | 0013 303-52308 4838.000 Mg | 18.00000 87084.00| 15.75000 76198.50| COMPACTED AGGREGATE, O, 53 | | | 0014 304-07490 22.800 Mg | 190.00000 4332.00| 125.00000 2850.00| HMA PATCHING, TYPE B | | | 0015 402-07432 1303.000 Mg | 43.00000 56029.00| 52.00000 67756.00| HMA SURFACE, TYPE A | | | 0016 402-07435 2172.000 Mg | 34.00000 73848.00| 38.50000 83622.00| HMA INTERMEDIATE, TYPE A | | | 0017 405-05517 32.800 Mg | 320.00000 10496.00| 300.00000 9840.00| ASPHALT FOR PRIME COAT | | | 0018 406-05520 3.700 Mg | 200.00000 740.00| 180.00000 666.00| ASPHALT FOR TACK COAT | | | 0019 604-06069 20.000 m2 | 220.00000 4400.00| 50.00000 1000.00| CURB RAMP, CONCRETE | | | 0020 605-06155 2273.000 m | 30.00000 68190.00| 28.00000 63644.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 582,189.37 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26978-A COUNTIES : HAMILTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 | |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 621-01004 1.000 EACH| 540.00000 540.00| 475.00000 475.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 11016.000 m2 | 0.50000 5508.00| 0.44000 4847.04| MULCHED SEEDING, R | | | 0023 715-05048 1394.000 m | 9.90000 13800.60| 9.50000 13243.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0024 715-05247 45.800 m | 680.00000 31144.00| 737.00000 33754.60| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.45 | | | m2 | | | 0025 715-44240 5.100 m3 | 1300.00000 6630.00| 470.00000 2397.00| CONCRETE, A, STRUCTURES | | | 0026 718-52610 190.000 m3 | 41.00000 7790.00| 65.00000 12350.00| AGGREGATE FOR UNDERDRAINS | | | 0027 720-44000 2.000 EACH| 530.00000 1060.00| 383.00000 766.00| CASTING, ADJUST TO GRADE | | | 0028 801-06640 10.000 EACH| 66.00000 660.00| 58.00000 580.00| CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 12886.40000 12886.40| 8976.32000 8976.32| MAINTAINING TRAFFIC | | | 0030 802-76025 1.080 m2 | 230.00000 248.40| 200.00000 216.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0031 805-02152 16.000 EACH| 340.00000 5440.00| 300.00000 4800.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0032 805-78370 16.000 EACH| 110.00000 1760.00| 100.00000 1600.00| PEDESTRIAN PUSH BUTTON | | | 0033 805-78485 1438.000 m | 2.30000 3307.40| 2.00000 2876.00| SIGNAL CABLE, 5C 14GA. | | | 0034 805-96014 22.000 m | 16.00000 352.00| 10.70000 235.40| SAW CUT, FULL DEPTH | | | 0035 808-03439 66.700 m | 12.00000 800.40| 10.50000 700.35| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0036 808-06368 118.000 m | 12.00000 1416.00| 10.82000 1276.76| TRANSVERSE MARKING, REMOVE | | | 0037 808-06713 750.000 m | 1.10000 825.00| 0.92000 690.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0038 808-75297 109.100 m | 12.00000 1309.20| 10.75000 1172.83| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 230 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 582,189.37 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26978-A COUNTIES : HAMILTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 808-75300 456.000 m | 2.00000 912.00| 1.75000 798.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | SECTION TOTALS | $ 628,157.00| $ 674,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 628,157.00| $ 674,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,836,334.28 ROUTE : 69 CALL ORDER : 250 CONTRACT ID : RS-26914-A COUNTIES : GRANT LETTING DATE : 07/15/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/14/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0691206 0693081 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,450,220.50 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,661,631.00 114.5778% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHGALT RESURFACE | | | 0001 105-06845 LUMP| 2100.00000 2100.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1525.00000 9150.00| 1760.00000 10560.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 72500.00000 72500.00| 83000.00000 83000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 178000.000 SYS | 0.21000 37380.00| 0.66000 117480.00| SURFACE MILLING, ASPHALT | | | 0005 304-07491 500.000 TON | 73.90000 36950.00| 100.00000 50000.00| HMA PATCHING, TYPE C | | | 0006 401-06264 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| PROFILOGRAPH, HMA | | | 0007 401-07320 4050.000 TON | 33.30000 134865.00| 31.00000 125550.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0008 401-07337 10850.000 TON | 42.85000 464922.50| 56.00000 607600.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0009 406-05520 60.000 TON | 1.00000 60.00| 100.00000 6000.00| ASPHALT FOR TACK COAT | | | 0010 601-06035 200.000 LFT | 7.50000 1500.00| 0.01000 2.00| GUARDRAIL, RESET | | | 0011 606-07484 91850.000 LFT | 0.01000 918.50| 0.10000 9185.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0012 612-04315 21.070 TON | 800.00000 16856.00| 800.00000 16856.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0013 612-60410 336.000 EACH| 7.00000 2352.00| 7.00000 2352.00| DRILLED HOLE FOR UNDERSEAL | | | 0014 715-05053 3925.000 LFT | 1.00000 3925.00| 8.00000 31400.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,836,334.28 ROUTE : 69 CALL ORDER : 250 CONTRACT ID : RS-26914-A COUNTIES : GRANT LETTING DATE : 07/15/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 715-05203 60500.000 LFT | 1.75000 105875.00| 1.75000 105875.00| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0016 718-06526 3075.000 TON | 39.70000 122077.50| 35.00000 107625.00| HMA FOR UNDERDRAINS | | | 0017 718-06528 35.000 EACH| 500.00000 17500.00| 500.00000 17500.00| OUTLET PROTECTOR, 1 | | | 0018 718-06529 20.000 EACH| 448.00000 8960.00| 448.00000 8960.00| OUTLET PROTECTOR, 2 | | | 0019 718-06531 80.000 EACH| 420.00000 33600.00| 420.00000 33600.00| OUTLET PROTECTOR, 3 | | | 0020 718-06532 15000.000 LFT | 0.88000 13200.00| 0.88000 13200.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0021 718-52610 1850.000 CYS | 1.00000 1850.00| 31.00000 57350.00| AGGREGATE FOR UNDERDRAINS | | | 0022 801-06203 94500.000 LFT | 0.01000 945.00| 0.08000 7560.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0023 801-06207 3800.000 LFT | 0.01000 38.00| 0.01000 38.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0024 801-06640 27.000 EACH| 150.00000 4050.00| 80.00000 2160.00| CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 233625.00000 233625.00| 83000.00000 83000.00| MAINTAINING TRAFFIC | | | 0026 808-01328 2.000 EACH| 400.00000 800.00| 400.00000 800.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WRONG WAY RAMP ARROW | | | 0027 808-03631 45100.000 LFT | 0.39000 17589.00| 0.39000 17589.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0028 808-03632 44100.000 LFT | 0.39000 17199.00| 0.39000 17199.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0029 808-05534 2300.000 LFT | 0.78000 1794.00| 0.78000 1794.00| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0030 808-05535 500.000 LFT | 11.20000 5600.00| 11.20000 5600.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0031 808-74805 70.000 LFT | 11.20000 784.00| 11.20000 784.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0032 808-75061 10200.000 LFT | 2.80000 28560.00| 2.80000 28560.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 250 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,836,334.28 ROUTE : 69 CALL ORDER : 250 CONTRACT ID : RS-26914-A COUNTIES : GRANT LETTING DATE : 07/15/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75994 36.000 EACH| 5.00000 180.00| 5.00000 180.00| PRISMATIC REFLECTOR | | | 0034 808-75996 570.000 EACH| 2.50000 1425.00| 2.85000 1624.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 570.000 EACH| 24.00000 13680.00| 26.75000 15247.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0036 304-07489 400.000 TON | 47.40000 18960.00| 100.00000 40000.00| HMA PATCHING, TYPE A | | | 0037 610-07486 150.000 TON | 25.00000 3750.00| 40.00000 6000.00| HMA FOR APPROACHES, TYPE A | | | 0038 801-01093 8.000 EACH| 600.00000 4800.00| 600.00000 4800.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0039 801-09133 2.000 EACH| 2450.00000 4900.00| 2800.00000 5600.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 1,450,220.50| $ 1,661,631.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,450,220.50| $ 1,661,631.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A N/A OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 27,964,964.80 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 28,260,000.00 101.0550% 3 99-9990064 SUPERIOR CONSTR/E & B PAVING JV $ 29,842,402.91 106.7135% 4 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 33,806,833.15 120.8899% ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 200000.00000 200000.00| 100000.00000 100000.00| 400000.00000 400000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 16.000 MOS | 2000.00000 32000.00| 2050.00000 32800.00| 2000.00000 32000.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 1398000.00000 1398000.00| 1440000.00000 1440000.00| 1200000.00000 1200000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 550000.00000 550000.00| 432000.00000 432000.00| 450000.00000 450000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 40040.600 SYS | 0.50000 20020.30| 2.85000 114115.71| 3.00000 120121.80 PAVEMENT, REMOVE | | | 0006 202-02241 16735.000 LFT | 2.00000 33470.00| 2.00000 33470.00| 2.00000 33470.00 GUARDRAIL, REMOVE | | | 0007 202-02271 41.000 EACH| 165.00000 6765.00| 160.00000 6560.00| 200.00000 8200.00 HEADWALL, REMOVE | | | 0008 202-02278 48.000 LFT | 7.00000 336.00| 7.00000 336.00| 10.00000 480.00 CURB, CONCRETE, REMOVE | | | 0009 202-02279 377.000 LFT | 3.00000 1131.00| 7.00000 2639.00| 10.00000 3770.00 CURB AND GUTTER, REMOVE | | | 0010 202-51330 LUMP| 640945.00000 640945.00| 550000.00000 550000.00| 375000.00000 375000.00 PRESENT STRUCTURE, REMOVE , STR. NO. | | | 10-2 | | | 0011 202-51330 LUMP| 200000.00000 200000.00| 150000.00000 150000.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE , STR. NO. | | | 10A-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51330 LUMP| 200961.00000 200961.00| 175000.00000 175000.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE , STR. NO. | | | 11-1 | | | 0013 202-51330 LUMP| 70000.00000 70000.00| 100000.00000 100000.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE , STR. NO. | | | 11-2 | | | 0014 202-60820 69660.000 SYS | 0.50000 34830.00| 0.62000 43189.20| 0.34000 23684.40 SURFACE MILLING, ASPHALT | | | 0015 202-60822 440.000 SYS | 6.30000 2772.00| 5.00000 2200.00| 1.56000 686.40 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0016 202-74040 7.000 EACH| 130.00000 910.00| 150.00000 1050.00| 124.30000 870.10 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0017 202-74055 1.000 EACH| 2350.00000 2350.00| 3000.00000 3000.00| 2240.00000 2240.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0018 202-74085 2.000 EACH| 780.00000 1560.00| 900.00000 1800.00| 750.00000 1500.00 OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE | | | 0019 202-91385 70.000 EACH| 150.00000 10500.00| 175.00000 12250.00| 150.00000 10500.00 INLET, REMOVE | | | 0020 202-93974 2.000 EACH| 750.00000 1500.00| 950.00000 1900.00| 720.00000 1440.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0021 202-94954 834.000 LFT | 11.00000 9174.00| 13.00000 10842.00| 13.78000 11492.52 BARRIER WALL, CONCRETE, REMOVE | | | 0022 202-94954 2809.000 LFT | 10.88000 30561.92| 8.00000 22472.00| 4.98000 13988.82 BARRIER WALL, CONCRETE, REMOVE | | | (TEMPORARY) | | | 0023 202-95027 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 200.00000 400.00 IMPACT ATTENUATOR, REMOVE | | | 0024 202-96133 3639.000 LFT | 10.00000 36390.00| 6.00000 21834.00| 2.00000 7278.00 PIPE, REMOVE | | | 0025 202-99187 24185.000 LFT | 1.00000 24185.00| 1.00000 24185.00| 0.90000 21766.50 FENCE, FARM FIELD, REMOVE | | | 0026 203-02000 36420.000 CYS | 18.00000 655560.00| 12.00000 437040.00| 11.00000 400620.00 EXCAVATION, COMMON | | | 0027 203-02070 91515.500 CYS | 0.01000 915.16| 0.50000 45757.75| 3.00000 274546.50 BORROW | | | 0028 205-06931 21.000 TON | 95.00000 1995.00| 75.00000 1575.00| 28.00000 588.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 205-06932 140.000 LFT | 5.00000 700.00| 5.00000 700.00| 5.00000 700.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0030 205-06933 16.000 EACH| 57.00000 912.00| 55.00000 880.00| 55.00000 880.00 TEMPORARY DITCH INLET PROTECTION | | | 0031 205-06937 24035.000 LFT | 1.30000 31245.50| 1.25000 30043.75| 1.25000 30043.75 TEMPORARY SILT FENCE | | | 0032 206-51230 1940.100 CYS | 11.50000 22311.15| 90.00000 174609.00| 55.00000 106705.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0033 207-07498 121513.000 SYS | 0.50000 60756.50| 2.20000 267328.60| 1.00000 121513.00 SUBGRADE TREATMENT, TYPE A | | | 0034 210-05873 LUMP| 62500.00000 62500.00| 80000.00000 80000.00| 100000.00000 100000.00 TESTING | | | 0035 211-02050 29505.000 CYS | 8.00000 236040.00| 10.00000 295050.00| 6.00000 177030.00 B BORROW | | | 0036 211-07454 45992.800 CYS | 8.00000 367942.40| 10.00000 459928.00| 15.00000 689892.00 STRUCTURE BACKFILL | | | 0037 213-52830 66.000 CYS | 100.00000 6600.00| 81.70000 5392.20| 70.00000 4620.00 FLOWABLE MORTAR | | | 0038 301-07448 7236.200 TON | 10.50000 75980.10| 12.00000 86834.40| 15.00000 108543.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0039 302-06464 18163.600 CYS | 20.00000 363272.00| 20.50000 372353.80| 20.00000 363272.00 SUBBASE FOR PCCP | | | 0040 304-07490 145.000 TON | 62.00000 8990.00| 50.00000 7250.00| 45.00000 6525.00 HMA PATCHING, TYPE B | | | 0041 304-07491 175.000 TON | 42.00000 7350.00| 62.55000 10946.25| 70.00000 12250.00 HMA PATCHING, TYPE C | | | 0042 401-06264 LUMP| 6600.00000 6600.00| 7500.00000 7500.00| 3400.00000 3400.00 PROFILOGRAPH, HMA | | | 0043 401-07330 13815.000 TON | 33.00000 455895.00| 33.00000 455895.00| 32.00000 442080.00 QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0044 401-07400 21731.000 TON | 26.00000 565006.00| 25.00000 543275.00| 25.75000 559573.25 QC/QA-HMA, 5, 70, INTERMEDIATE, 19.0 mm | | | 0045 401-07410 52236.000 TON | 23.00000 1201428.00| 24.00000 1253664.00| 23.35000 1219710.60 QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0046 401-07430 21523.000 TON | 26.50000 570359.50| 24.80000 533770.40| 25.75000 554217.25 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0047 402-07432 101.300 TON | 44.00000 4457.20| 50.00000 5065.00| 38.00000 3849.40 HMA SURFACE, TYPE A | | | 0048 402-07435 124.600 TON | 33.00000 4111.80| 41.50000 5170.90| 35.00000 4361.00 HMA INTERMEDIATE, TYPE A | | | 0049 402-07453 259.000 TON | 50.00000 12950.00| 39.00000 10101.00| 31.00000 8029.00 HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 406-05520 124.260 TON | 150.00000 18639.00| 225.00000 27958.50| 200.00000 24852.00 ASPHALT FOR TACK COAT | | | 0051 501-06266 LUMP| 2550.00000 2550.00| 13553.57000 13553.57| 15000.00000 15000.00 PROFILOGRAPH, PCCP | | | 0052 501-06323 6621.900 SYS | 40.00000 264876.00| 38.00000 251632.20| 41.80000 276795.42 QC/QA-PCCP, 12 IN. | | | 0053 501-06325 66920.000 SYS | 32.00000 2141440.00| 34.00000 2275280.00| 39.60000 2650032.00 QC/QA-PCCP, 14 IN. | | | 0054 501-06727 LUMP| 3500.00000 3500.00| 9000.00000 9000.00| 10000.00000 10000.00 CORING, PCCP | | | 0055 503-05240 37527.000 LFT | 9.00000 337743.00| 6.00000 225162.00| 9.00000 337743.00 D-1 CONTRACTION JOINT | | | 0056 503-05310 686.000 LFT | 82.50000 56595.00| 1.00000 686.00| 125.00000 85750.00 TERMINAL JOINT | | | 0057 506-06333 1216.000 SYS | 100.00000 121600.00| 20.00000 24320.00| 110.00000 133760.00 PCCP PATCHING, FULL DEPTH | | | 0058 601-01522 20.000 EACH| 1200.00000 24000.00| 1200.00000 24000.00| 1200.00000 24000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0059 601-04746 2.000 EACH| 6000.00000 12000.00| 5900.00000 11800.00| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0060 601-05999 4.000 EACH| 40.00000 160.00| 40.00000 160.00| 40.00000 160.00 CURVED TERMINAL END | | | 0061 601-06228 2.000 EACH| 50000.00000 100000.00| 58500.00000 117000.00| 58500.00000 117000.00 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0062 601-06238 1.000 EACH| 35000.00000 35000.00| 35500.00000 35500.00| 35500.00000 35500.00 IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0063 601-06246 3.000 EACH| 35000.00000 105000.00| 36500.00000 109500.00| 36500.00000 109500.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0064 601-06855 1.000 EACH| 710.00000 710.00| 700.00000 700.00| 700.00000 700.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHOR| | | 0065 601-94689 20.000 EACH| 2000.00000 40000.00| 2000.00000 40000.00| 2000.00000 40000.00 GUARDRAIL END TREATMENT, OS | | | 0066 601-99105 4925.750 LFT | 10.00000 49257.50| 10.00000 49257.50| 10.00000 49257.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0067 601-99132 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 100.00000 200.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0068 601-99133 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 100.00000 200.00 GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | | SPACING | | | 0069 602-01064 6294.000 LFT | 34.00000 213996.00| 40.00000 251760.00| 65.00000 409110.00 BARRIER, CONCRETE (Median) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 602-02098 6.000 EACH| 3671.00000 22026.00| 6027.30000 36163.80| 3500.00000 21000.00 MEDIAN BARRIER RAIL TRANSITION | | | 0071 602-02476 915.000 LFT | 65.22000 59676.30| 102.00000 93330.00| 75.00000 68625.00 BARRIER, CONCRETE, MODIFIED | | | 0072 602-06033 29935.000 LFT | 12.95000 387658.25| 12.00000 359220.00| 15.00000 449025.00 TEMPORARY CONCRETE MEDIAN BARRIER | | | 0073 602-06033 3685.000 LFT | 14.16000 52179.60| 14.00000 51590.00| 17.00000 62645.00 TEMPORARY CONCRETE MEDIAN BARRIER , | | | ANCHORED | | | 0074 602-06033 1100.000 LFT | 12.95000 14245.00| 5.00000 5500.00| 5.00000 5500.00 TEMPORARY CONCRETE MEDIAN BARRIER , | | | LEAVE IN PLACE | | | 0075 602-06646 188.000 LFT | 11.68000 2195.84| 5.00000 940.00| 15.00000 2820.00 TEMPORARY CONCRETE BARRIER | | | 0076 602-06729 679.000 EACH| 4.00000 2716.00| 6.00000 4074.00| 3.65000 2478.35 BARRIER DELINEATOR | | | 0077 602-06945 5047.000 LFT | 107.39000 541997.33| 92.25000 465585.75| 95.00000 479465.00 BARRIER, CONCRETE, 45 IN. | | | 0078 603-06040 24100.000 LFT | 2.50000 60250.00| 3.80000 91580.00| 3.80000 91580.00 FENCE, FARM FIELD, 47 IN. | | | 0080 603-06045 975.500 LFT | 22.00000 21461.00| 14.70000 14339.85| 21.95000 21412.23 FENCE, CHAIN LINK, 48 IN. SECURITY | | | 0081 605-06090 162.400 LFT | 19.00000 3085.60| 30.00000 4872.00| 13.55000 2200.52 CURB, INTEGRAL, CONCRETE | | | 0082 605-06145 315.000 LFT | 19.00000 5985.00| 30.00000 9450.00| 15.20000 4788.00 CURB AND GUTTER, B, CONCRETE | | | 0083 606-07484 39180.000 LFT | 0.16000 6268.80| 0.08000 3134.40| 0.11000 4309.80 MILLED HMA SHOULDER CORRUGATIONS | | | 0084 606-07485 22896.000 LFT | 0.25000 5724.00| 0.19000 4350.24| 0.23000 5266.08 MILLED PCCP SHOULDER CORRUGATIONS | | | 0085 607-90826 4.000 EACH| 800.00000 3200.00| 450.00000 1800.00| 120.00000 480.00 GUTTER TURNOUT, CONCRETE | | | 0086 610-05527 96.800 TON | 75.00000 7260.00| 40.00000 3872.00| 49.00000 4743.20 HMA FOR APPROACHES | | | 0087 610-06259 931.600 SYS | 45.30000 42201.48| 48.00000 44716.80| 55.00000 51238.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0088 610-06261 764.000 SYS | 52.00000 39728.00| 58.00000 44312.00| 60.00000 45840.00 REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | 0089 610-06262 1675.200 SYS | 51.82000 86808.86| 52.00000 87110.40| 55.00000 92136.00 REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 610-07487 3650.000 TON | 25.00000 91250.00| 26.75000 97637.50| 27.00000 98550.00 HMA FOR APPROACHES, TYPE B | | | 0091 615-06505 10.000 EACH| 400.00000 4000.00| 400.00000 4000.00| 400.00000 4000.00 MONUMENT, B | | | 0092 615-06510 5.000 EACH| 300.00000 1500.00| 300.00000 1500.00| 300.00000 1500.00 MONUMENT, C | | | 0093 615-06515 3.000 EACH| 200.00000 600.00| 200.00000 600.00| 200.00000 600.00 MONUMENT, D | | | 0094 616-02320 5746.600 SYS | 1.20000 6895.92| 1.72000 9884.15| 2.42000 13906.77 GEOTEXTILES | | | 0095 616-05688 145.000 TON | 32.00000 4640.00| 30.46000 4416.70| 33.00000 4785.00 RIPRAP, CLASS 1 | | | 0096 616-06405 3599.000 TON | 32.00000 115168.00| 30.46000 109625.54| 23.00000 82777.00 RIPRAP, REVETMENT | | | 0097 616-06451 365.500 TON | 32.00000 11696.00| 30.46000 11133.13| 25.00000 9137.50 RIPRAP, UNIFORM | | | 0098 616-51367 181.500 SYS | 41.07000 7454.21| 45.08000 8182.02| 50.00000 9075.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0099 621-01004 4.000 EACH| 375.00000 1500.00| 375.00000 1500.00| 375.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0100 621-02770 19442.000 SYS | 1.30000 25274.60| 1.32000 25663.44| 1.32000 25663.44 EROSION CONTROL BLANKET | | | 0101 621-06545 1.277 TON | 525.00000 670.43| 516.21000 659.20| 515.00000 657.66 FERTILIZER | | | 0102 621-06548 20.000 LBS | 50.00000 1000.00| 50.00000 1000.00| 50.00000 1000.00 SEED MIXTURE, CV | | | 0103 621-06553 577.400 LBS | 2.80000 1616.72| 2.72000 1570.53| 2.72000 1570.53 SEED MIXTURE, R | | | 0104 621-06557 87.000 LBS | 2.65000 230.55| 2.58000 224.46| 2.58000 224.46 SEED MIXTURE, T | | | 0105 621-06565 7.900 TON | 465.00000 3673.50| 450.00000 3555.00| 450.00000 3555.00 MULCHING MATERIAL | | | 0106 621-06567 37.500 MG | 1.00000 37.50| 1.00000 37.50| 1.00000 37.50 WATER | | | 0107 621-06574 1427.000 SYS | 3.50000 4994.50| 3.60000 5137.20| 3.60000 5137.20 SODDING | | | 0109 701-04732 19088.000 LFT | 44.80000 855142.40| 40.00000 763520.00| 28.00000 534464.00 PILE , CONCRETE, STEEL SHELL ENCASED, | | | 0.25 IN., 16 IN. | | | 0110 701-06011 8.000 EACH| 2333.00000 18664.00| 11250.00000 90000.00| 5500.00000 44000.00 DYNAMIC PILE LOAD TEST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 702-51005 2602.100 CYS | 416.58000 1083982.82| 425.00000 1105892.50| 355.00000 923745.50 CONCRETE, A, SUBSTRUCTURE | | | 0112 702-51015 1156.500 CYS | 206.81000 239175.77| 200.00000 231300.00| 200.00000 231300.00 CONCRETE, B, FOOTINGS | | | 0113 702-90915 5002.000 CYS | 100.00000 500200.00| 210.00000 1050420.00| 305.00000 1525610.00 CONCRETE, A | | | 0114 703-51030 345356.000 LBS | 0.68000 234842.08| 0.55000 189945.80| 0.80000 276284.80 REINFORCING STEEL | | | 0115 703-51032 1656713.000 LBS | 0.79000 1308803.27| 0.65000 1076863.45| 0.70000 1159699.10 REINFORCING STEEL, EPOXY COATED | | | 0116 704-51002 2990.900 CYS | 425.50000 1272627.95| 450.00000 1345905.00| 400.00000 1196360.00 CONCRETE, C, SUPERSTRUCTURE | | | 0117 706-03278 6.000 EACH| 3750.00000 22500.00| 1900.00000 11400.00| 1200.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | 0118 706-05734 15.000 EACH| 2109.89000 31648.35| 1800.00000 27000.00| 1200.00000 18000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0119 706-51020 449.400 CYS | 468.17000 210395.60| 500.00000 224700.00| 410.00000 184254.00 CONCRETE, C, RAILING | | | 0120 709-51821 LUMP| 37500.00000 37500.00| 52000.00000 52000.00| 42690.00000 42690.00 SURFACE SEAL , STR. NO. 10-2 | | | 0121 709-51821 LUMP| 5208.33000 5208.33| 7500.00000 7500.00| 5280.00000 5280.00 SURFACE SEAL , STR. NO. 10A-1 | | | 0122 709-51821 LUMP| 5208.33000 5208.33| 8500.00000 8500.00| 6210.00000 6210.00 SURFACE SEAL , STR. NO. 11-1 | | | 0123 709-51821 LUMP| 6250.00000 6250.00| 7000.00000 7000.00| 3970.00000 3970.00 SURFACE SEAL , STR. NO. 11-2 | | | 0124 711-51038 LUMP| 2864583.00000 2864583.00| 2428737.03000 2428737.03| 2652000.00000 2652000.00 STRUCTURAL STEEL , STR. NO. 10-2 | | | 0125 711-51038 LUMP| 414093.80000 414093.80| 450000.00000 450000.00| 500000.00000 500000.00 STRUCTURAL STEEL , STR. NO. 10A-1 | | | 0126 711-51038 LUMP| 484375.00000 484375.00| 480000.00000 480000.00| 450000.00000 450000.00 STRUCTURAL STEEL , STR. NO. 11-1 | | | 0127 711-51038 LUMP| 216021.00000 216021.00| 225000.00000 225000.00| 175000.00000 175000.00 STRUCTURAL STEEL , STR. NO. 11-2 | | | 0128 711-51070 64.000 EACH| 52.00000 3328.00| 80.00000 5120.00| 35.00000 2240.00 ANCHOR PLATE, AP 1 | | | 0129 715-04830 2.000 EACH| 3000.00000 6000.00| 3304.05000 6608.10| 4255.00000 8510.00 GRATED BOX END SECTION ,I, 3:1, 30 IN. | | | 0130 715-04830 1.000 EACH| 2750.00000 2750.00| 2506.25000 2506.25| 3360.00000 3360.00 GRATED BOX END SECTION ,I, 5:1, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 715-05048 93083.000 LFT | 3.00000 279249.00| 1.35000 125662.05| 2.50000 232707.50 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0132 715-05053 6165.000 LFT | 4.50000 27742.50| 15.91000 98085.15| 16.00000 98640.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0133 715-05149 74.000 LFT | 20.00000 1480.00| 27.00000 1998.00| 15.88000 1175.12 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0134 715-05151 6977.000 LFT | 22.00000 153494.00| 27.00000 188379.00| 17.29000 120632.33 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0135 715-05152 1638.000 LFT | 25.00000 40950.00| 29.00000 47502.00| 22.26000 36461.88 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0136 715-05154 593.000 LFT | 30.00000 17790.00| 37.00000 21941.00| 29.60000 17552.80 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0137 715-05156 276.000 LFT | 40.00000 11040.00| 60.00000 16560.00| 40.74000 11244.24 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0138 715-05331 4.000 LFT | 80.00000 320.00| 229.84000 919.36| 92.59000 370.36 PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | | SFT. | | | 0139 715-26770 1.000 EACH| 2800.00000 2800.00| 2617.88000 2617.88| 4035.00000 4035.00 GRATED BOX END SECTION, I, 3:1, 24 IN. | | | 0140 715-46000 2.000 EACH| 250.00000 500.00| 201.40000 402.80| 175.00000 350.00 PIPE END SECTION, 12 IN. | | | 0141 715-46005 11.000 EACH| 260.00000 2860.00| 213.40000 2347.40| 185.00000 2035.00 PIPE END SECTION, 15 IN. | | | 0142 715-46010 1.000 EACH| 280.00000 280.00| 229.40000 229.40| 200.00000 200.00 PIPE END SECTION, 18 IN. | | | 0143 715-46020 2.000 EACH| 320.00000 640.00| 337.60000 675.20| 235.00000 470.00 PIPE END SECTION, 24 IN. | | | 0144 715-46030 2.000 EACH| 640.00000 1280.00| 449.60000 899.20| 370.00000 740.00 PIPE END SECTION, 30 IN. | | | 0145 715-46040 4.000 EACH| 700.00000 2800.00| 481.18000 1924.72| 530.00000 2120.00 PIPE END SECTION, 36 IN. | | | 0146 715-95092 4590.000 LFT | 60.00000 275400.00| 50.00000 229500.00| 63.00000 289170.00 SLOTTED DRAIN, 12 IN. | | | 0147 715-96967 2.000 EACH| 4600.00000 9200.00| 4862.75000 9725.50| 5475.00000 10950.00 GRATED BOX END SECTION, I, 4:1, 42 IN. | | | X 29 IN. | | | 0148 715-97402 18.000 EACH| 2400.00000 43200.00| 2215.88000 39885.84| 2835.00000 51030.00 GRATED BOX END SECTION, I, 4:1, 15 IN. | | | 0149 715-97405 4.000 EACH| 1600.00000 6400.00| 2210.47000 8841.88| 2835.00000 11340.00 GRATED BOX END SECTION, I, 4:1, 18 IN. | | | 0150 715-97406 1.000 EACH| 2000.00000 2000.00| 1670.75000 1670.75| 2755.00000 2755.00 GRATED BOX END SECTION, I, 3:1, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 715-97687 2.000 EACH| 3300.00000 6600.00| 3102.01000 6204.02| 4325.00000 8650.00 GRATED BOX END SECTION, I, 4:1, 24 IN. | | | 0152 715-98179 1.000 EACH| 2750.00000 2750.00| 2482.89000 2482.89| 3355.00000 3355.00 GRATED BOX END SECTION, I, 5:1, 18 IN. | | | 0153 715-98778 173.000 LFT | 73.00000 12629.00| 84.02000 14535.46| 82.96000 14352.08 PIPE, REINFORCED CONCRETE, HE III, 45 | | | IN. X 29 IN. | | | 0154 715-98931 1.000 EACH| 4000.00000 4000.00| 3603.76000 3603.76| 4790.00000 4790.00 GRATED BOX END SECTION, I, 4:1, 30 IN. | | | 0155 716-02585 414.000 LFT | 350.00000 144900.00| 465.00000 192510.00| 347.00000 143658.00 PIPE, JACKED, REINFORCED CONCRETE, III, | | | 36 IN | | | 0156 716-03292 217.000 LFT | 300.00000 65100.00| 450.00000 97650.00| 299.00000 64883.00 PIPE, JACKED, REINFORCED CONCRETE, IV, | | | 30 IN. | | | 0157 718-06528 97.000 EACH| 500.00000 48500.00| 760.31000 73750.07| 618.00000 59946.00 OUTLET PROTECTOR, 1 | | | 0158 718-06529 4.000 EACH| 475.00000 1900.00| 665.71000 2662.84| 525.00000 2100.00 OUTLET PROTECTOR, 2 | | | 0159 718-06532 10000.000 LFT | 0.90000 9000.00| 1.00000 10000.00| 1.00000 10000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0160 718-52610 8515.000 CYS | 15.00000 127725.00| 17.50000 149012.50| 31.00000 263965.00 AGGREGATE FOR UNDERDRAINS | | | 0161 718-99153 78345.000 SYS | 0.40000 31338.00| 1.00000 78345.00| 0.80000 62676.00 GEOTEXTILES FOR UNDERDRAIN | | | 0162 720-07299 11.000 EACH| 3200.00000 35200.00| 2439.08000 26829.88| 2415.00000 26565.00 INLET TYPE H | | | 0163 720-07300 61.000 EACH| 5100.00000 311100.00| 3987.22000 243220.42| 4270.00000 260470.00 INLET TYPE H, WITH SLOTTED DRAIN | | | 0164 720-07301 6.000 EACH| 3100.00000 18600.00| 1428.11000 8568.66| 1150.00000 6900.00 INLET TYPE HA | | | 0165 720-07302 17.000 EACH| 3400.00000 57800.00| 2282.42000 38801.14| 2210.00000 37570.00 INLET TYPE HA, WITH SLOTTED DRAIN | | | 0166 720-45035 1.000 EACH| 1290.00000 1290.00| 1474.77000 1474.77| 1150.00000 1150.00 INLET, F7 | | | 0167 720-45205 1.000 EACH| 1600.00000 1600.00| 2610.45000 2610.45| 1730.00000 1730.00 CATCH BASIN, A2 | | | 0168 720-45410 40.000 EACH| 1400.00000 56000.00| 2072.38000 82895.20| 2155.00000 86200.00 MANHOLE, C4 | | | 0169 720-90129 1.000 EACH| 2890.00000 2890.00| 6853.90000 6853.90| 12795.00000 12795.00 MANHOLE, J2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 720-94906 4.000 EACH| 2800.00000 11200.00| 1794.51000 7178.04| 1760.00000 7040.00 INLET, X5 | | | 0171 720-94906 5.000 EACH| 4500.00000 22500.00| 2884.08000 14420.40| 2730.00000 13650.00 INLET, X5 , WITH SLOTTED DRAIN | | | 0172 720-95422 1.000 EACH| 2180.00000 2180.00| 3398.57000 3398.57| 3010.00000 3010.00 MANHOLE, J4 | | | 0173 723-07056 119.000 LFT | 3648.65000 434189.35| 3300.00000 392700.00| 5000.00000 595000.00 STRUCTURE, PRECAST THREE-SIDED, 384 IN. | | | X 120 IN. | | | 0174 724-51925 547.100 LFT | 130.21000 71237.89| 80.00000 43768.00| 190.00000 103949.00 STRUCTURAL EXPANSION JOINT, SS | | | 0175 726-92406 12.000 EACH| 520.00000 6240.00| 632.06000 7584.72| 599.00000 7188.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0176 726-95870 34.000 EACH| 1667.00000 56678.00| 1200.00000 40800.00| 792.00000 26928.00 BEARING ASSEMBLY (POT BEARING, | | | EXPANSION, 120 K) | | | 0177 726-95870 34.000 EACH| 3255.20000 110676.80| 1500.00000 51000.00| 1139.00000 38726.00 BEARING ASSEMBLY (POT BEARING, | | | EXPANSION, 330 K) | | | 0178 726-95870 17.000 EACH| 2119.80000 36036.60| 1200.00000 20400.00| 792.00000 13464.00 BEARING ASSEMBLY (POT BEARING, FIXED, | | | 280 K) | | | 0179 728-98377 LUMP| 41666.70000 41666.70| 45000.00000 45000.00| 39910.00000 39910.00 MASONRY COATING , STR. NO. 10-2 | | | 0180 728-98377 LUMP| 8300.00000 8300.00| 7500.00000 7500.00| 7020.00000 7020.00 MASONRY COATING , STR. NO. 10A-1 | | | 0181 728-98377 LUMP| 8300.00000 8300.00| 5000.00000 5000.00| 8320.00000 8320.00 MASONRY COATING , STR. NO. 11-1 | | | 0182 728-98377 LUMP| 4000.00000 4000.00| 9000.00000 9000.00| 3380.00000 3380.00 MASONRY COATING , STR. NO. 11-2 | | | 0183 731-93945 85943.000 SFT | 10.46000 898963.78| 9.00000 773487.00| 9.50000 816458.50 FACE PANELS, CONCRETE | | | 0184 731-93946 85943.000 SFT | 5.34000 458935.62| 10.00000 859430.00| 10.00000 859430.00 WALL ERECTION | | | 0185 731-93947 5917.200 LFT | 8.98000 53136.46| 18.00000 106509.60| 15.00000 88758.00 LEVELING PAD, CONCRETE | | | 0186 801-01093 16.000 EACH| 950.00000 15200.00| 1415.00000 22640.00| 1415.00000 22640.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0187 801-03290 12.000 EACH| 125.00000 1500.00| 248.00000 2976.00| 248.00000 2976.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0188 801-04308 13.000 EACH| 450.00000 5850.00| 386.00000 5018.00| 386.00000 5018.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0189 801-06198 322.000 DAY | 200.00000 64400.00| 300.00000 96600.00| 450.00000 144900.00 PATROLLER | | | 0190 801-06208 117652.000 LFT | 1.00000 117652.00| 0.96000 112945.92| 0.66000 77650.32 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0191 801-06469 6520.000 LFT | 2.00000 13040.00| 1.54000 10040.80| 1.54000 10040.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0192 801-06625 135.000 EACH| 75.00000 10125.00| 250.00000 33750.00| 126.00000 17010.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0193 801-06640 124.000 EACH| 125.00000 15500.00| 225.00000 27900.00| 202.00000 25048.00 CONSTRUCTION SIGN, A | | | 0194 801-06645 38.000 EACH| 62.50000 2375.00| 75.00000 2850.00| 67.00000 2546.00 CONSTRUCTION SIGN, B | | | 0195 801-06710 565.000 DAY | 14.00000 7910.00| 10.00000 5650.00| 10.00000 5650.00 FLASHING ARROW SIGN | | | 0196 801-06775 LUMP| 117213.00000 117213.00| 154387.04000 154387.04| 350000.00000 350000.00 MAINTAINING TRAFFIC | | | 0197 801-07118 82.000 LFT | 10.00000 820.00| 25.00000 2050.00| 20.61000 1690.02 BARRICADE, III-A | | | 0198 801-07119 72.000 LFT | 12.50000 900.00| 30.00000 2160.00| 28.47000 2049.84 BARRICADE, III-B | | | 0199 801-09133 4.000 EACH| 7800.00000 31200.00| 3000.00000 12000.00| 6000.00000 24000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0200 802-03706 10.000 EACH| 225.00000 2250.00| 222.56000 2225.60| 220.00000 2200.00 SIGN PANEL, INSTALL EXISTING ON NEW | | | SUPPORT OR STRUCTURE | | | 0201 802-03811 1.000 EACH| 4000.00000 4000.00| 3925.21000 3925.21| 3880.00000 3880.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | RESET | | | 0202 802-05701 92.500 LFT | 7.00000 647.50| 6.78000 627.15| 8.70000 804.75 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0203 802-05702 517.500 LFT | 4.00000 2070.00| 4.05000 2095.88| 4.00000 2070.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0204 802-07059 41.000 EACH| 26.00000 1066.00| 25.29000 1036.89| 25.00000 1025.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0205 802-07060 2.000 EACH| 125.00000 250.00| 350.00000 700.00| 120.00000 240.00 SIGN, SHEET, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0206 802-07151 10.000 EACH| 250.00000 2500.00| 242.80000 2428.00| 240.00000 2400.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0207 802-07152 2.000 EACH| 250.00000 500.00| 450.00000 900.00| 250.00000 500.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0208 802-07158 4.000 EACH| 2600.00000 10400.00| 2620.18000 10480.72| 2590.00000 10360.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0209 802-07159 1.000 EACH| 2200.00000 2200.00| 2205.40000 2205.40| 2180.00000 2180.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0210 802-07268 2.000 EACH| 6104.00000 12208.00| 5928.28000 11856.56| 5860.00000 11720.00 OVERHEAD BALANCED CANTILEVER SIGN | | | STRUCTURE FOUNDATION, XIII-B | | | 0211 802-07272 1.000 EACH| 7700.00000 7700.00| 7506.45000 7506.45| 7420.00000 7420.00 BOX TRUSS SIGN FOUNDATION, V-B | | | 0212 802-07275 1.000 EACH| 4350.00000 4350.00| 4248.93000 4248.93| 4200.00000 4200.00 BOX TRUSS SIGN FOUNDATION, V-C | | | 0213 802-76015 80.000 SFT | 22.50000 1800.00| 22.16000 1772.80| 21.90000 1752.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0214 802-76025 50.000 SFT | 13.00000 650.00| 18.00000 900.00| 12.90000 645.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0215 802-76035 420.500 SFT | 13.50000 5676.75| 13.35000 5613.68| 13.20000 5550.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0216 802-76045 45.000 SFT | 15.00000 675.00| 20.00000 900.00| 14.40000 648.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0217 802-76065 5.000 LFT | 3.20000 16.00| 50.00000 250.00| 3.10000 15.50 SIGN POST, B | | | 0218 802-76095 2497.480 LBS | 2.25000 5619.33| 2.75000 6868.07| 2.20000 5494.46 STRUCTURAL STEEL, BREAKAWAY | | | 0219 802-76135 1.000 EACH| 9000.00000 9000.00| 8862.06000 8862.06| 8760.00000 8760.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0220 802-76140 2.000 EACH| 17000.00000 34000.00| 16995.74000 33991.48| 16800.00000 33600.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0221 802-76150 2.000 EACH| 17000.00000 34000.00| 16591.08000 33182.16| 16400.00000 32800.00 OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, DOUBLE ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0222 802-76175 30.000 LFT | 150.00000 4500.00| 161.86000 4855.80| 160.00000 4800.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0223 802-76178 80.000 LFT | 150.00000 12000.00| 161.86000 12948.80| 160.00000 12800.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (TWIN CANTILEVER) | | | 0224 802-92404 1.000 EACH| 1500.00000 1500.00| 1517.48000 1517.48| 1500.00000 1500.00 BOX TRUSS END BENT EXTENSION 3 FT. 0 IN.| | | 0225 802-93388 4.000 EACH| 225.00000 900.00| 350.00000 1400.00| 220.00000 880.00 BARRIER WALL SIGN BRACKET ASSEMBLY, | | | MEDIAN | | | 0226 802-93389 9.000 EACH| 430.00000 3870.00| 424.89000 3824.01| 420.00000 3780.00 BARRIER WALL SIGN BRACKET, SHOULDER | | | 0227 802-99392 2.000 EACH| 6500.00000 13000.00| 6373.40000 12746.80| 6300.00000 12600.00 OVERHEAD SIGN STRUCTURE, RESET, | | | CANTILEVER DOUBLE ARM | | | 0228 804-06771 150.000 EACH| 18.00000 2700.00| 18.21000 2731.50| 18.00000 2700.00 DELINEATOR POST, FLEXIBLE | | | 0229 805-06592 325.000 LFT | 8.00000 2600.00| 8.09000 2629.25| 8.00000 2600.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0230 805-98335 460.000 LFT | 3.10000 1426.00| 3.24000 1490.40| 3.20000 1472.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0231 805-98336 325.000 LFT | 3.10000 1007.50| 3.24000 1053.00| 3.20000 1040.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0232 807-82052 1.000 EACH| 2000.00000 2000.00| 1871.55000 1871.55| 1850.00000 1850.00 UNDERPASS CIRCUIT INSTALLATION, 2 | | | LUMINAIRES | | | 0233 807-82054 1.000 EACH| 1950.00000 1950.00| 1922.14000 1922.14| 1900.00000 1900.00 UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0234 807-82058 1.000 EACH| 2100.00000 2100.00| 2124.47000 2124.47| 2100.00000 2100.00 UNDERPASS CIRCUIT INSTALLATION, 8 | | | LUMINAIRES | | | 0235 807-86735 14.000 EACH| 225.00000 3150.00| 222.56000 3115.84| 220.00000 3080.00 UNDERPASS LUMINAIRE PENDANT MOUNTED 150 | | | WATT HIGH PRESSURE SODIUM | | | 0236 807-86810 2.000 EACH| 3800.00000 7600.00| 3712.76000 7425.52| 3670.00000 7340.00 SERVICE POINT, II | | | 0237 808-01468 281.000 LFT | 8.00000 2248.00| 8.00000 2248.00| 0.45000 126.45 LINE, EPOXY, DOTTED, WHITE, 5 IN. 2 FT. | | | LINE, 4 FT. GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0238 808-04767 13166.000 LFT | 0.55000 7241.30| 0.55000 7241.30| 0.45000 5924.70 LINE , EPOXY, SOLID, YELLOW, 5 IN. | | | 0239 808-04767 18711.000 LFT | 0.35000 6548.85| 0.35000 6548.85| 0.38000 7110.18 LINE , THERMOPLASTIC, SOLID, YELLOW, 5 | | | IN. | | | 0240 808-05534 631.000 LFT | 1.10000 694.10| 1.10000 694.10| 2.10000 1325.10 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0241 808-05535 96.000 LFT | 16.00000 1536.00| 15.40000 1478.40| 3.15000 302.40 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0242 808-06695 30300.000 LFT | 0.15000 4545.00| 0.14000 4242.00| 0.17000 5151.00 LINE, PAINT, SOLID, WHITE, 5 IN. | | | 0243 808-06702 9265.000 LFT | 0.35000 3242.75| 0.35000 3242.75| 0.38000 3520.70 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0244 808-06705 4381.000 LFT | 1.00000 4381.00| 1.05000 4600.05| 0.66000 2891.46 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0245 808-06711 89.000 LFT | 0.10000 8.90| 0.50000 44.50| 0.14000 12.46 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0246 808-06713 3100.000 LFT | 0.10000 310.00| 0.50000 1550.00| 0.14000 434.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0247 808-06714 3456.000 LFT | 0.10000 345.60| 0.50000 1728.00| 0.14000 483.84 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0248 808-06716 19630.000 LFT | 0.20000 3926.00| 0.50000 9815.00| 0.45000 8833.50 LINE, REMOVE | | | 0249 808-07592 12300.000 LFT | 0.55000 6765.00| 0.55000 6765.00| 0.45000 5535.00 LINE, EPOXY, SOLID, WHITE, 5 IN. | | | 0250 808-74811 6179.000 LFT | 0.55000 3398.45| 0.55000 3398.45| 0.45000 2780.55 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0251 808-75008 2218.000 LFT | 0.25000 554.50| 0.25000 554.50| 0.28000 621.04 LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0252 808-75046 30800.000 LFT | 0.15000 4620.00| 0.14000 4312.00| 0.17000 5236.00 LINE, PAINT, SOLID, YELLOW, 5 IN. | | | 0253 808-75072 1492.000 LFT | 1.90000 2834.80| 1.80000 2685.60| 0.42000 626.64 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0254 808-75272 1028.000 LFT | 3.30000 3392.40| 3.20000 3289.60| 0.99000 1017.72 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0255 808-75996 780.000 EACH| 5.50000 4290.00| 5.40000 4212.00| 6.75000 5265.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 99-9990064 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTR/E & B PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0256 808-75998 974.000 EACH| 19.00000 18506.00| 18.50000 18019.00| 19.25000 18749.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0257 808-97127 20419.000 LFT | 0.35000 7146.65| 0.35000 7146.65| 0.38000 7759.22 LINE, THERMOPLASTIC, SOLID, WHITE, 5 IN.| | | SECTION TOTALS | $ 27,964,964.80| $ 28,260,000.00| $ 29,842,402.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 27,964,964.80| $ 28,260,000.00| $ 29,842,402.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 291000.00000 291000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 16.000 MOS | 3150.00000 50400.00| | FIELD OFFICE, C | | | 0003 110-01001 LUMP| 1650000.00000 1650000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 500000.00000 500000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 40040.600 SYS | 5.00000 200203.00| | PAVEMENT, REMOVE | | | 0006 202-02241 16735.000 LFT | 2.00000 33470.00| | GUARDRAIL, REMOVE | | | 0007 202-02271 41.000 EACH| 340.00000 13940.00| | HEADWALL, REMOVE | | | 0008 202-02278 48.000 LFT | 20.00000 960.00| | CURB, CONCRETE, REMOVE | | | 0009 202-02279 377.000 LFT | 8.00000 3016.00| | CURB AND GUTTER, REMOVE | | | 0010 202-51330 LUMP| 945000.00000 945000.00| | PRESENT STRUCTURE, REMOVE , STR. NO. | | | 10-2 | | | 0011 202-51330 LUMP| 335000.00000 335000.00| | PRESENT STRUCTURE, REMOVE , STR. NO. | | | 10A-1 | | | 0012 202-51330 LUMP| 335000.00000 335000.00| | PRESENT STRUCTURE, REMOVE , STR. NO. | | | 11-1 | | | 0013 202-51330 LUMP| 220000.00000 220000.00| | PRESENT STRUCTURE, REMOVE , STR. NO. | | | 11-2 | | | 0014 202-60820 69660.000 SYS | 0.47000 32740.20| | SURFACE MILLING, ASPHALT | | | 0015 202-60822 440.000 SYS | 5.40000 2376.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0016 202-74040 7.000 EACH| 124.30000 870.10| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0017 202-74055 1.000 EACH| 2240.00000 2240.00| | OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 202-74085 2.000 EACH| 750.00000 1500.00| | OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE | | | 0019 202-91385 70.000 EACH| 340.00000 23800.00| | INLET, REMOVE | | | 0020 202-93974 2.000 EACH| 720.00000 1440.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0021 202-94954 834.000 LFT | 8.90000 7422.60| | BARRIER WALL, CONCRETE, REMOVE | | | 0022 202-94954 2809.000 LFT | 8.90000 25000.10| | BARRIER WALL, CONCRETE, REMOVE | | | (TEMPORARY) | | | 0023 202-95027 2.000 EACH| 200.00000 400.00| | IMPACT ATTENUATOR, REMOVE | | | 0024 202-96133 3639.000 LFT | 14.00000 50946.00| | PIPE, REMOVE | | | 0025 202-99187 24185.000 LFT | 0.90000 21766.50| | FENCE, FARM FIELD, REMOVE | | | 0026 203-02000 36420.000 CYS | 13.25000 482565.00| | EXCAVATION, COMMON | | | 0027 203-02070 91515.500 CYS | 11.80000 1079882.90| | BORROW | | | 0028 205-06931 21.000 TON | 31.00000 651.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0029 205-06932 140.000 LFT | 10.35000 1449.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0030 205-06933 16.000 EACH| 55.00000 880.00| | TEMPORARY DITCH INLET PROTECTION | | | 0031 205-06937 24035.000 LFT | 1.32000 31726.20| | TEMPORARY SILT FENCE | | | 0032 206-51230 1940.100 CYS | 25.00000 48502.50| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0033 207-07498 121513.000 SYS | 2.65000 322009.45| | SUBGRADE TREATMENT, TYPE A | | | 0034 210-05873 LUMP| 100000.00000 100000.00| | TESTING | | | 0035 211-02050 29505.000 CYS | 15.80000 466179.00| | B BORROW | | | 0036 211-07454 45992.800 CYS | 18.45000 848567.16| | STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 213-52830 66.000 CYS | 100.00000 6600.00| | FLOWABLE MORTAR | | | 0038 301-07448 7236.200 TON | 10.60000 76703.72| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0039 302-06464 18163.600 CYS | 28.00000 508580.80| | SUBBASE FOR PCCP | | | 0040 304-07490 145.000 TON | 45.00000 6525.00| | HMA PATCHING, TYPE B | | | 0041 304-07491 175.000 TON | 70.00000 12250.00| | HMA PATCHING, TYPE C | | | 0042 401-06264 LUMP| 3400.00000 3400.00| | PROFILOGRAPH, HMA | | | 0043 401-07330 13815.000 TON | 32.00000 442080.00| | QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0044 401-07400 21731.000 TON | 25.75000 559573.25| | QC/QA-HMA, 5, 70, INTERMEDIATE, 19.0 mm | | | 0045 401-07410 52236.000 TON | 23.35000 1219710.60| | QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0046 401-07430 21523.000 TON | 25.75000 554217.25| | QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0047 402-07432 101.300 TON | 38.00000 3849.40| | HMA SURFACE, TYPE A | | | 0048 402-07435 124.600 TON | 35.00000 4361.00| | HMA INTERMEDIATE, TYPE A | | | 0049 402-07453 259.000 TON | 31.00000 8029.00| | HMA FOR TEMPORARY PAVEMENT | | | 0050 406-05520 124.260 TON | 200.00000 24852.00| | ASPHALT FOR TACK COAT | | | 0051 501-06266 LUMP| 15000.00000 15000.00| | PROFILOGRAPH, PCCP | | | 0052 501-06323 6621.900 SYS | 43.25000 286397.18| | QC/QA-PCCP, 12 IN. | | | 0053 501-06325 66920.000 SYS | 39.75000 2660070.00| | QC/QA-PCCP, 14 IN. | | | 0054 501-06727 LUMP| 5000.00000 5000.00| | CORING, PCCP | | | 0055 503-05240 37527.000 LFT | 8.05000 302092.35| | D-1 CONTRACTION JOINT | | | 0056 503-05310 686.000 LFT | 85.26000 58488.36| | TERMINAL JOINT | | | 0057 506-06333 1216.000 SYS | 59.10000 71865.60| | PCCP PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 601-01522 20.000 EACH| 1200.00000 24000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0059 601-04746 2.000 EACH| 5900.00000 11800.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0060 601-05999 4.000 EACH| 40.00000 160.00| | CURVED TERMINAL END | | | 0061 601-06228 2.000 EACH| 58500.00000 117000.00| | IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0062 601-06238 1.000 EACH| 35500.00000 35500.00| | IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0063 601-06246 3.000 EACH| 36500.00000 109500.00| | IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0064 601-06855 1.000 EACH| 700.00000 700.00| | GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHOR| | | 0065 601-94689 20.000 EACH| 2000.00000 40000.00| | GUARDRAIL END TREATMENT, OS | | | 0066 601-99105 4925.750 LFT | 10.00000 49257.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0067 601-99132 2.000 EACH| 100.00000 200.00| | GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0068 601-99133 2.000 EACH| 100.00000 200.00| | GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | | SPACING | | | 0069 602-01064 6294.000 LFT | 59.10000 371975.40| | BARRIER, CONCRETE (Median) | | | 0070 602-02098 6.000 EACH| 3600.00000 21600.00| | MEDIAN BARRIER RAIL TRANSITION | | | 0071 602-02476 915.000 LFT | 70.60000 64599.00| | BARRIER, CONCRETE, MODIFIED | | | 0072 602-06033 29935.000 LFT | 19.00000 568765.00| | TEMPORARY CONCRETE MEDIAN BARRIER | | | 0073 602-06033 3685.000 LFT | 22.00000 81070.00| | TEMPORARY CONCRETE MEDIAN BARRIER , | | | ANCHORED | | | 0074 602-06033 1100.000 LFT | 34.00000 37400.00| | TEMPORARY CONCRETE MEDIAN BARRIER , | | | LEAVE IN PLACE | | | 0075 602-06646 188.000 LFT | 19.00000 3572.00| | TEMPORARY CONCRETE BARRIER | | | 0076 602-06729 679.000 EACH| 3.65000 2478.35| | BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 602-06945 5047.000 LFT | 58.00000 292726.00| | BARRIER, CONCRETE, 45 IN. | | | 0078 603-06040 24100.000 LFT | 3.80000 91580.00| | FENCE, FARM FIELD, 47 IN. | | | 0080 603-06045 975.500 LFT | 14.70000 14339.85| | FENCE, CHAIN LINK, 48 IN. SECURITY | | | 0081 605-06090 162.400 LFT | 13.55000 2200.52| | CURB, INTEGRAL, CONCRETE | | | 0082 605-06145 315.000 LFT | 15.20000 4788.00| | CURB AND GUTTER, B, CONCRETE | | | 0083 606-07484 39180.000 LFT | 0.13000 5093.40| | MILLED HMA SHOULDER CORRUGATIONS | | | 0084 606-07485 22896.000 LFT | 0.24000 5495.04| | MILLED PCCP SHOULDER CORRUGATIONS | | | 0085 607-90826 4.000 EACH| 120.00000 480.00| | GUTTER TURNOUT, CONCRETE | | | 0086 610-05527 96.800 TON | 46.00000 4452.80| | HMA FOR APPROACHES | | | 0087 610-06259 931.600 SYS | 46.00000 42853.60| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0088 610-06261 764.000 SYS | 50.00000 38200.00| | REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | 0089 610-06262 1675.200 SYS | 50.00000 83760.00| | REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | 0090 610-07487 3650.000 TON | 24.00000 87600.00| | HMA FOR APPROACHES, TYPE B | | | 0091 615-06505 10.000 EACH| 400.00000 4000.00| | MONUMENT, B | | | 0092 615-06510 5.000 EACH| 300.00000 1500.00| | MONUMENT, C | | | 0093 615-06515 3.000 EACH| 200.00000 600.00| | MONUMENT, D | | | 0094 616-02320 5746.600 SYS | 1.75000 10056.55| | GEOTEXTILES | | | 0095 616-05688 145.000 TON | 25.31000 3669.95| | RIPRAP, CLASS 1 | | | 0096 616-06405 3599.000 TON | 23.66000 85152.34| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 616-06451 365.500 TON | 31.00000 11330.50| | RIPRAP, UNIFORM | | | 0098 616-51367 181.500 SYS | 100.00000 18150.00| | SLOPEWALL, CONCRETE, 4 IN. | | | 0099 621-01004 4.000 EACH| 800.00000 3200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0100 621-02770 19442.000 SYS | 1.38000 26829.96| | EROSION CONTROL BLANKET | | | 0101 621-06545 1.277 TON | 618.00000 789.19| | FERTILIZER | | | 0102 621-06548 20.000 LBS | 25.00000 500.00| | SEED MIXTURE, CV | | | 0103 621-06553 577.400 LBS | 3.25000 1876.55| | SEED MIXTURE, R | | | 0104 621-06557 87.000 LBS | 10.10000 878.70| | SEED MIXTURE, T | | | 0105 621-06565 7.900 TON | 471.00000 3720.90| | MULCHING MATERIAL | | | 0106 621-06567 37.500 MG | 2.50000 93.75| | WATER | | | 0107 621-06574 1427.000 SYS | 4.82000 6878.14| | SODDING | | | 0109 701-04732 19088.000 LFT | 39.35000 751112.80| | PILE , CONCRETE, STEEL SHELL ENCASED, | | | 0.25 IN., 16 IN. | | | 0110 701-06011 8.000 EACH| 6540.00000 52320.00| | DYNAMIC PILE LOAD TEST | | | 0111 702-51005 2602.100 CYS | 495.00000 1288039.50| | CONCRETE, A, SUBSTRUCTURE | | | 0112 702-51015 1156.500 CYS | 313.00000 361984.50| | CONCRETE, B, FOOTINGS | | | 0113 702-90915 5002.000 CYS | 345.00000 1725690.00| | CONCRETE, A | | | 0114 703-51030 345356.000 LBS | 0.63000 217574.28| | REINFORCING STEEL | | | 0115 703-51032 1656713.000 LBS | 0.72000 1192833.36| | REINFORCING STEEL, EPOXY COATED | | | 0116 704-51002 2990.900 CYS | 488.00000 1459559.20| | CONCRETE, C, SUPERSTRUCTURE | | | 0117 706-03278 6.000 EACH| 1400.00000 8400.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 706-05734 15.000 EACH| 1400.00000 21000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0119 706-51020 449.400 CYS | 450.00000 202230.00| | CONCRETE, C, RAILING | | | 0120 709-51821 LUMP| 51155.00000 51155.00| | SURFACE SEAL , STR. NO. 10-2 | | | 0121 709-51821 LUMP| 6900.00000 6900.00| | SURFACE SEAL , STR. NO. 10A-1 | | | 0122 709-51821 LUMP| 8000.00000 8000.00| | SURFACE SEAL , STR. NO. 11-1 | | | 0123 709-51821 LUMP| 6700.00000 6700.00| | SURFACE SEAL , STR. NO. 11-2 | | | 0124 711-51038 LUMP| 2400000.00000 2400000.00| | STRUCTURAL STEEL , STR. NO. 10-2 | | | 0125 711-51038 LUMP| 268000.00000 268000.00| | STRUCTURAL STEEL , STR. NO. 10A-1 | | | 0126 711-51038 LUMP| 300000.00000 300000.00| | STRUCTURAL STEEL , STR. NO. 11-1 | | | 0127 711-51038 LUMP| 130000.00000 130000.00| | STRUCTURAL STEEL , STR. NO. 11-2 | | | 0128 711-51070 64.000 EACH| 30.00000 1920.00| | ANCHOR PLATE, AP 1 | | | 0129 715-04830 2.000 EACH| 3955.00000 7910.00| | GRATED BOX END SECTION ,I, 3:1, 30 IN. | | | 0130 715-04830 1.000 EACH| 3050.00000 3050.00| | GRATED BOX END SECTION ,I, 5:1, 15 IN. | | | 0131 715-05048 93083.000 LFT | 2.50000 232707.50| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0132 715-05053 6165.000 LFT | 16.00000 98640.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0133 715-05149 74.000 LFT | 24.60000 1820.40| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0134 715-05151 6977.000 LFT | 23.90000 166750.30| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0135 715-05152 1638.000 LFT | 29.10000 47665.80| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0136 715-05154 593.000 LFT | 29.75000 17641.75| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0137 715-05156 276.000 LFT | 44.00000 12144.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0138 715-05331 4.000 LFT | 200.00000 800.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | | SFT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 715-26770 1.000 EACH| 3350.00000 3350.00| | GRATED BOX END SECTION, I, 3:1, 24 IN. | | | 0140 715-46000 2.000 EACH| 372.00000 744.00| | PIPE END SECTION, 12 IN. | | | 0141 715-46005 11.000 EACH| 405.00000 4455.00| | PIPE END SECTION, 15 IN. | | | 0142 715-46010 1.000 EACH| 490.00000 490.00| | PIPE END SECTION, 18 IN. | | | 0143 715-46020 2.000 EACH| 630.00000 1260.00| | PIPE END SECTION, 24 IN. | | | 0144 715-46030 2.000 EACH| 835.00000 1670.00| | PIPE END SECTION, 30 IN. | | | 0145 715-46040 4.000 EACH| 870.00000 3480.00| | PIPE END SECTION, 36 IN. | | | 0146 715-95092 4590.000 LFT | 64.00000 293760.00| | SLOTTED DRAIN, 12 IN. | | | 0147 715-96967 2.000 EACH| 5900.00000 11800.00| | GRATED BOX END SECTION, I, 4:1, 42 IN. | | | X 29 IN. | | | 0148 715-97402 18.000 EACH| 2750.00000 49500.00| | GRATED BOX END SECTION, I, 4:1, 15 IN. | | | 0149 715-97405 4.000 EACH| 3125.00000 12500.00| | GRATED BOX END SECTION, I, 4:1, 18 IN. | | | 0150 715-97406 1.000 EACH| 2430.00000 2430.00| | GRATED BOX END SECTION, I, 3:1, 18 IN. | | | 0151 715-97687 2.000 EACH| 3900.00000 7800.00| | GRATED BOX END SECTION, I, 4:1, 24 IN. | | | 0152 715-98179 1.000 EACH| 3210.00000 3210.00| | GRATED BOX END SECTION, I, 5:1, 18 IN. | | | 0153 715-98778 173.000 LFT | 89.50000 15483.50| | PIPE, REINFORCED CONCRETE, HE III, 45 | | | IN. X 29 IN. | | | 0154 715-98931 1.000 EACH| 4670.00000 4670.00| | GRATED BOX END SECTION, I, 4:1, 30 IN. | | | 0155 716-02585 414.000 LFT | 540.00000 223560.00| | PIPE, JACKED, REINFORCED CONCRETE, III, | | | 36 IN | | | 0156 716-03292 217.000 LFT | 530.00000 115010.00| | PIPE, JACKED, REINFORCED CONCRETE, IV, | | | 30 IN. | | | 0157 718-06528 97.000 EACH| 618.00000 59946.00| | OUTLET PROTECTOR, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0158 718-06529 4.000 EACH| 525.00000 2100.00| | OUTLET PROTECTOR, 2 | | | 0159 718-06532 10000.000 LFT | 0.90000 9000.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0160 718-52610 8515.000 CYS | 31.00000 263965.00| | AGGREGATE FOR UNDERDRAINS | | | 0161 718-99153 78345.000 SYS | 0.80000 62676.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0162 720-07299 11.000 EACH| 3200.00000 35200.00| | INLET TYPE H | | | 0163 720-07300 61.000 EACH| 2410.00000 147010.00| | INLET TYPE H, WITH SLOTTED DRAIN | | | 0164 720-07301 6.000 EACH| 1650.00000 9900.00| | INLET TYPE HA | | | 0165 720-07302 17.000 EACH| 1400.00000 23800.00| | INLET TYPE HA, WITH SLOTTED DRAIN | | | 0166 720-45035 1.000 EACH| 1415.00000 1415.00| | INLET, F7 | | | 0167 720-45205 1.000 EACH| 1850.00000 1850.00| | CATCH BASIN, A2 | | | 0168 720-45410 40.000 EACH| 1605.00000 64200.00| | MANHOLE, C4 | | | 0169 720-90129 1.000 EACH| 3300.00000 3300.00| | MANHOLE, J2 | | | 0170 720-94906 4.000 EACH| 1460.00000 5840.00| | INLET, X5 | | | 0171 720-94906 5.000 EACH| 1725.00000 8625.00| | INLET, X5 , WITH SLOTTED DRAIN | | | 0172 720-95422 1.000 EACH| 2400.00000 2400.00| | MANHOLE, J4 | | | 0173 723-07056 119.000 LFT | 5000.00000 595000.00| | STRUCTURE, PRECAST THREE-SIDED, 384 IN. | | | X 120 IN. | | | 0174 724-51925 547.100 LFT | 103.00000 56351.30| | STRUCTURAL EXPANSION JOINT, SS | | | 0175 726-92406 12.000 EACH| 650.00000 7800.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0176 726-95870 34.000 EACH| 450.00000 15300.00| | BEARING ASSEMBLY (POT BEARING, | | | EXPANSION, 120 K) | | | 0177 726-95870 34.000 EACH| 850.00000 28900.00| | BEARING ASSEMBLY (POT BEARING, | | | EXPANSION, 330 K) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0178 726-95870 17.000 EACH| 425.00000 7225.00| | BEARING ASSEMBLY (POT BEARING, FIXED, | | | 280 K) | | | 0179 728-98377 LUMP| 44300.00000 44300.00| | MASONRY COATING , STR. NO. 10-2 | | | 0180 728-98377 LUMP| 6700.00000 6700.00| | MASONRY COATING , STR. NO. 10A-1 | | | 0181 728-98377 LUMP| 7900.00000 7900.00| | MASONRY COATING , STR. NO. 11-1 | | | 0182 728-98377 LUMP| 3800.00000 3800.00| | MASONRY COATING , STR. NO. 11-2 | | | 0183 731-93945 85943.000 SFT | 14.15000 1216093.45| | FACE PANELS, CONCRETE | | | 0184 731-93946 85943.000 SFT | 9.35000 803567.05| | WALL ERECTION | | | 0185 731-93947 5917.200 LFT | 11.45000 67751.94| | LEVELING PAD, CONCRETE | | | 0186 801-01093 16.000 EACH| 1415.00000 22640.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0187 801-03290 12.000 EACH| 250.00000 3000.00| | CONSTRUCTION SIGN, C | | | 0188 801-04308 13.000 EACH| 390.00000 5070.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0189 801-06198 322.000 DAY | 1125.00000 362250.00| | PATROLLER | | | 0190 801-06208 117652.000 LFT | 1.00000 117652.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0191 801-06469 6520.000 LFT | 1.55000 10106.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0192 801-06625 135.000 EACH| 126.00000 17010.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0193 801-06640 124.000 EACH| 202.00000 25048.00| | CONSTRUCTION SIGN, A | | | 0194 801-06645 38.000 EACH| 67.00000 2546.00| | CONSTRUCTION SIGN, B | | | 0195 801-06710 565.000 DAY | 10.00000 5650.00| | FLASHING ARROW SIGN | | | 0196 801-06775 LUMP| 80900.00000 80900.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0197 801-07118 82.000 LFT | 20.70000 1697.40| | BARRICADE, III-A | | | 0198 801-07119 72.000 LFT | 28.50000 2052.00| | BARRICADE, III-B | | | 0199 801-09133 4.000 EACH| 11850.00000 47400.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0200 802-03706 10.000 EACH| 220.00000 2200.00| | SIGN PANEL, INSTALL EXISTING ON NEW | | | SUPPORT OR STRUCTURE | | | 0201 802-03811 1.000 EACH| 3900.00000 3900.00| | OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | RESET | | | 0202 802-05701 92.500 LFT | 6.70000 619.75| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0203 802-05702 517.500 LFT | 4.00000 2070.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0204 802-07059 41.000 EACH| 25.00000 1025.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0205 802-07060 2.000 EACH| 120.00000 240.00| | SIGN, SHEET, RELOCATE | | | 0206 802-07151 10.000 EACH| 240.00000 2400.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0207 802-07152 2.000 EACH| 250.00000 500.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0208 802-07158 4.000 EACH| 2600.00000 10400.00| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0209 802-07159 1.000 EACH| 2180.00000 2180.00| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0210 802-07268 2.000 EACH| 5860.00000 11720.00| | OVERHEAD BALANCED CANTILEVER SIGN | | | STRUCTURE FOUNDATION, XIII-B | | | 0211 802-07272 1.000 EACH| 7420.00000 7420.00| | BOX TRUSS SIGN FOUNDATION, V-B | | | 0212 802-07275 1.000 EACH| 4200.00000 4200.00| | BOX TRUSS SIGN FOUNDATION, V-C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0213 802-76015 80.000 SFT | 21.90000 1752.00| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0214 802-76025 50.000 SFT | 12.90000 645.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0215 802-76035 420.500 SFT | 13.20000 5550.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0216 802-76045 45.000 SFT | 14.40000 648.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0217 802-76065 5.000 LFT | 3.10000 15.50| | SIGN POST, B | | | 0218 802-76095 2497.480 LBS | 2.20000 5494.46| | STRUCTURAL STEEL, BREAKAWAY | | | 0219 802-76135 1.000 EACH| 8760.00000 8760.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0220 802-76140 2.000 EACH| 17000.00000 34000.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0221 802-76150 2.000 EACH| 16400.00000 32800.00| | OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, DOUBLE ARM | | | 0222 802-76175 30.000 LFT | 160.00000 4800.00| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0223 802-76178 80.000 LFT | 160.00000 12800.00| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (TWIN CANTILEVER) | | | 0224 802-92404 1.000 EACH| 1500.00000 1500.00| | BOX TRUSS END BENT EXTENSION 3 FT. 0 IN.| | | 0225 802-93388 4.000 EACH| 220.00000 880.00| | BARRIER WALL SIGN BRACKET ASSEMBLY, | | | MEDIAN | | | 0226 802-93389 9.000 EACH| 420.00000 3780.00| | BARRIER WALL SIGN BRACKET, SHOULDER | | | 0227 802-99392 2.000 EACH| 6300.00000 12600.00| | OVERHEAD SIGN STRUCTURE, RESET, | | | CANTILEVER DOUBLE ARM | | | 0228 804-06771 150.000 EACH| 18.00000 2700.00| | DELINEATOR POST, FLEXIBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0229 805-06592 325.000 LFT | 8.00000 2600.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0230 805-98335 460.000 LFT | 3.20000 1472.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0231 805-98336 325.000 LFT | 3.20000 1040.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0232 807-82052 1.000 EACH| 1850.00000 1850.00| | UNDERPASS CIRCUIT INSTALLATION, 2 | | | LUMINAIRES | | | 0233 807-82054 1.000 EACH| 1900.00000 1900.00| | UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0234 807-82058 1.000 EACH| 2100.00000 2100.00| | UNDERPASS CIRCUIT INSTALLATION, 8 | | | LUMINAIRES | | | 0235 807-86735 14.000 EACH| 220.00000 3080.00| | UNDERPASS LUMINAIRE PENDANT MOUNTED 150 | | | WATT HIGH PRESSURE SODIUM | | | 0236 807-86810 2.000 EACH| 3670.00000 7340.00| | SERVICE POINT, II | | | 0237 808-01468 281.000 LFT | 8.00000 2248.00| | LINE, EPOXY, DOTTED, WHITE, 5 IN. 2 FT. | | | LINE, 4 FT. GAP | | | 0238 808-04767 13166.000 LFT | 8.00000 105328.00| | LINE , EPOXY, SOLID, YELLOW, 5 IN. | | | 0239 808-04767 18711.000 LFT | 0.55000 10291.05| | LINE , THERMOPLASTIC, SOLID, YELLOW, 5 | | | IN. | | | 0240 808-05534 631.000 LFT | 1.10000 694.10| | LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0241 808-05535 96.000 LFT | 15.40000 1478.40| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0242 808-06695 30300.000 LFT | 0.14000 4242.00| | LINE, PAINT, SOLID, WHITE, 5 IN. | | | 0243 808-06702 9265.000 LFT | 0.35000 3242.75| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0244 808-06705 4381.000 LFT | 1.05000 4600.05| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/22/03 PAGE : 260 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,235,107.85 ROUTE : 90 CALL ORDER : 260 CONTRACT ID : RT-26701-A COUNTIES : LAKE LETTING DATE : 07/15/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 808-06711 89.000 LFT | 0.11000 9.79| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0246 808-06713 3100.000 LFT | 0.11000 341.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0247 808-06714 3456.000 LFT | 0.11000 380.16| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0248 808-06716 19630.000 LFT | 0.45000 8833.50| | LINE, REMOVE | | | 0249 808-07592 12300.000 LFT | 0.55000 6765.00| | LINE, EPOXY, SOLID, WHITE, 5 IN. | | | 0250 808-74811 6179.000 LFT | 0.55000 3398.45| | LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0251 808-75008 2218.000 LFT | 0.25000 554.50| | LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0252 808-75046 30800.000 LFT | 0.14000 4312.00| | LINE, PAINT, SOLID, YELLOW, 5 IN. | | | 0253 808-75072 1492.000 LFT | 1.80000 2685.60| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0254 808-75272 1028.000 LFT | 3.20000 3289.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0255 808-75996 780.000 EACH| 5.40000 4212.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0256 808-75998 974.000 EACH| 18.50000 18019.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0257 808-97127 20419.000 LFT | 0.35000 7146.65| | LINE, THERMOPLASTIC, SOLID, WHITE, 5 IN.| | | SECTION TOTALS | $ 33,806,833.15| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 33,806,833.15| | ====================================================================================================================================