INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 129 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 129 CONTRACT ID : R -23718-A COUNTIES : CLARK LETTING DATE : 12/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-1013120 T & C CONTRACTING, INC. $ 1,218,556.99 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,280,636.50 105.0945% 3 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,387,800.50 113.8888% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,389,191.90 114.0030% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,901,933.00 156.0807% 6 35-1636776 LINKEL COMPANY $ 1,998,394.00 163.9967% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 139 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,783.25 ROUTE : 8 CALL ORDER : 139 CONTRACT ID : R -23893-A COUNTIES : DEKALB LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/21/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : J091006 J091006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 333,062.78 100.0000% 2 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 363,162.23 109.0371% 3 34-4272670 JOHNSON, S.E. COMPANIES $ 392,499.78 117.8455% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 34-4272670 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 8.000 MOS | 750.00000 6000.00| 1500.00000 12000.00| 1400.00000 11200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11100.00000 11100.00| 9300.00000 9300.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16500.00000 16500.00| 30000.00000 30000.00| 17500.00000 17500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6500.00000 6500.00| 7600.00000 7600.00| 15750.00000 15750.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 570.000 m | 16.00000 9120.00| 9.50000 5415.00| 10.25000 5842.50 CURB, CONCRETE, REMOVE | | | 0006 202-60821 935.000 m2 | 7.00000 6545.00| 4.00000 3740.00| 4.95000 4628.25 SURFACE MILLING, BITUMINOUS | | | 0007 202-93615 185.000 m2 | 16.00000 2960.00| 4.75000 878.75| 7.50000 1387.50 CONCRETE, REMOVE | | | 0008 203-02000 340.000 m3 | 35.00000 11900.00| 46.75000 15895.00| 70.00000 23800.00 EXCAVATION, COMMON | | | 0009 203-02070 195.000 m3 | 30.00000 5850.00| 28.25000 5508.75| 35.00000 6825.00 BORROW | | | 0010 205-02224 800.000 m | 5.25000 4200.00| 5.25000 4200.00| 5.25000 4200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02226 20.000 m | 49.25000 985.00| 49.25000 985.00| 49.25000 985.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0012 205-02234 1.000 EACH| 80.00000 80.00| 80.00000 80.00| 80.00000 80.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 139 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,783.25 ROUTE : 8 CALL ORDER : 139 CONTRACT ID : R -23893-A COUNTIES : DEKALB LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 34-4272670 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02236 2.000 EACH| 80.00000 160.00| 80.00000 160.00| 80.00000 160.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 205-02237 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 60.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 211-02060 16.000 m3 | 30.00000 480.00| 28.25000 452.00| 20.00000 320.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 240.000 Mg | 25.00000 6000.00| 25.00000 6000.00| 45.00000 10800.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 305-05204 15.000 Mg | 60.00000 900.00| 100.00000 1500.00| 75.00000 1125.00 HMA FOR PATCHING | | | 0018 307-02567 105.000 m2 | 50.00000 5250.00| 28.00000 2940.00| 31.25000 3281.25 PORTLAND CEMENT CONCRETE BASE, 225 mm | | | 0019 402-05468 356.000 Mg | 35.00000 12460.00| 50.00000 17800.00| 49.00000 17444.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 131.000 Mg | 35.00000 4585.00| 50.00000 6550.00| 61.00000 7991.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 460.000 Mg | 40.00000 18400.00| 42.00000 19320.00| 45.00000 20700.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05495 495.000 Mg | 40.00000 19800.00| 40.00000 19800.00| 45.00000 22275.00 HMA WEDGE AND LEVEL | | | 0023 405-05517 2.000 Mg | 300.00000 600.00| 250.00000 500.00| 220.00000 440.00 ASPHALT FOR PRIME COAT | | | 0024 406-05520 4.000 Mg | 200.00000 800.00| 200.00000 800.00| 185.00000 740.00 ASPHALT FOR TACK COAT | | | 0025 604-06069 40.000 m2 | 55.00000 2200.00| 35.00000 1400.00| 76.00000 3040.00 CURB RAMP, CONCRETE | | | 0026 604-06070 325.000 m2 | 36.00000 11700.00| 24.00000 7800.00| 33.00000 10725.00 SIDEWALK, CONCRETE | | | 0027 605-06120 30.000 m | 100.00000 3000.00| 45.00000 1350.00| 51.00000 1530.00 CURB, CONCRETE | | | 0028 605-06140 865.000 m | 21.50000 18597.50| 30.00000 25950.00| 48.00000 41520.00 CURB AND GUTTER, CONCRETE | | | 0029 610-05527 39.000 Mg | 75.00000 2925.00| 42.00000 1638.00| 85.00000 3315.00 HMA FOR APPROACHES | | | 0030 611-05330 315.000 m2 | 35.00000 11025.00| 37.00000 11655.00| 45.00000 14175.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 611-06497 4.000 EACH| 120.00000 480.00| 120.00000 480.00| 120.00000 480.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 139 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,783.25 ROUTE : 8 CALL ORDER : 139 CONTRACT ID : R -23893-A COUNTIES : DEKALB LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 34-4272670 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 611-06498 1.000 EACH| 142.50000 142.50| 145.00000 145.00| 142.50000 142.50 MAILBOX ASSEMBLY, DOUBLE | | | 0033 616-02320 30.000 m2 | 5.00000 150.00| 3.60000 108.00| 9.00000 270.00 GEOTEXTILES | | | 0034 616-06406 24.000 m2 | 40.00000 960.00| 36.25000 870.00| 50.00000 1200.00 RIPRAP, REVETMENT | | | 0035 621-06567 62.000 kL | 1.00000 62.00| 1.00000 62.00| 1.00000 62.00 WATER | | | 0036 621-06575 3400.000 m2 | 3.40000 11560.00| 3.40000 11560.00| 3.40000 11560.00 SODDING, NURSERY | | | 0037 715-05147 9.000 m | 30.00000 270.00| 183.55000 1651.95| 350.00000 3150.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0038 715-05151 2.000 m | 55.00000 110.00| 206.00000 412.00| 350.00000 700.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0039 715-05169 10.000 m | 55.00000 550.00| 87.00000 870.00| 150.00000 1500.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0040 720-45030 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| 2100.00000 2100.00 INLET, E7 | | | 0041 720-45045 1.000 EACH| 2000.00000 2000.00| 1250.00000 1250.00| 2700.00000 2700.00 INLET, J10 | | | 0042 720-45410 1.000 EACH| 2500.00000 2500.00| 1880.00000 1880.00| 3100.00000 3100.00 MANHOLE, C4 | | | 0043 720-99322 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| 675.00000 2700.00 CASTING, A, FURNISH AND ADJUST TO GRADE | | | 0044 801-06203 2780.000 m | 1.04000 2891.20| 1.04000 2891.20| 1.04000 2891.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06606 11.000 EACH| 132.00000 1452.00| 132.00000 1452.00| 132.00000 1452.00 BARRICADE, IIIB | | | 0046 801-06640 34.000 EACH| 82.00000 2788.00| 82.00000 2788.00| 82.00000 2788.00 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0048 802-02489 43.000 m | 25.00000 1075.00| 25.00000 1075.00| 25.00000 1075.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0049 802-76025 7.200 m2 | 150.00000 1080.00| 150.00000 1080.00| 150.00000 1080.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0050 802-76035 0.720 m2 | 160.00000 115.20| 160.00000 115.20| 160.00000 115.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 139 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,783.25 ROUTE : 8 CALL ORDER : 139 CONTRACT ID : R -23893-A COUNTIES : DEKALB LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 34-4272670 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 802-76045 0.330 m2 | 170.00000 56.10| 170.00000 56.10| 170.00000 56.10 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0052 805-01815 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0053 805-01842 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 HANDHOLE, SIGNAL | | | 0054 805-02151 4.000 EACH| 360.00000 1440.00| 360.00000 1440.00| 360.00000 1440.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0055 805-04782 1.000 EACH| 28500.00000 28500.00| 28500.00000 28500.00| 28500.00000 28500.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0056 805-06592 12.000 m | 28.00000 336.00| 28.00000 336.00| 28.00000 336.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0057 805-78100 1.000 EACH| 7500.00000 7500.00| 7500.00000 7500.00| 7500.00000 7500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0058 805-78205 6.000 EACH| 420.00000 2520.00| 420.00000 2520.00| 420.00000 2520.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0059 805-78230 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0060 805-78370 6.000 EACH| 80.00000 480.00| 80.00000 480.00| 80.00000 480.00 PEDESTRIAN PUSH BUTTON WITH SIGN R10-4 | | | 0061 805-78415 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 SPAN, CATENARY, AND TETHER | | | 0062 805-78420 4.000 EACH| 200.00000 800.00| 200.00000 800.00| 200.00000 800.00 DISCONNECT HANGER | | | 0063 805-78445 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 SIGNAL SERVICE | | | 0064 805-78467 20.000 m | 4.00000 80.00| 4.00000 80.00| 4.00000 80.00 SIGNAL CABLE, 3C 8GA. | | | 0065 805-78480 430.000 m | 4.00000 1720.00| 4.00000 1720.00| 4.00000 1720.00 SIGNAL CABLE, 3C 14GA. | | | 0066 805-78485 190.000 m | 4.00000 760.00| 4.00000 760.00| 4.00000 760.00 SIGNAL CABLE, 5C 14GA. | | | 0067 805-78490 160.000 m | 4.50000 720.00| 4.50000 720.00| 4.50000 720.00 SIGNAL CABLE, 7C 14GA. | | | 0068 805-78925 1.000 EACH| 550.00000 550.00| 550.00000 550.00| 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 139 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,783.25 ROUTE : 8 CALL ORDER : 139 CONTRACT ID : R -23893-A COUNTIES : DEKALB LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 34-4272670 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 805-81060 4.000 EACH| 2700.00000 10800.00| 2700.00000 10800.00| 2700.00000 10800.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0070 807-02784 3.000 EACH| 550.00000 1650.00| 550.00000 1650.00| 550.00000 1650.00 LUMINAIRE MAST ARM, 6.1 m | | | 0071 807-02785 1.000 EACH| 1100.00000 1100.00| 1100.00000 1100.00| 1100.00000 1100.00 LUMINAIRE MAST ARM, 7.6 m | | | 0072 808-06703 270.000 m | 0.71000 191.70| 0.71000 191.70| 0.71000 191.70 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0073 808-06713 100.000 m | 0.36000 36.00| 0.36000 36.00| 0.36000 36.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-75245 960.000 m | 0.71000 681.60| 0.71000 681.60| 0.71000 681.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0075 808-75290 75.000 m | 6.54000 490.50| 6.54000 490.50| 6.54000 490.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0076 808-75297 16.000 m | 7.88000 126.08| 7.88000 126.08| 7.88000 126.08 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0077 808-75320 7.000 EACH| 27.80000 194.60| 27.80000 194.60| 27.80000 194.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0078 808-75325 7.000 EACH| 43.35000 303.45| 43.35000 303.45| 43.35000 303.45 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0079 808-92027 285.000 m | 1.31000 373.35| 1.31000 373.35| 1.31000 373.35 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0080 808-06716 1450.000 m | 0.90000 1305.00| 0.90000 1305.00| 0.90000 1305.00 LINE, REMOVE | | | 0081 805-02658 230.000 m | 4.00000 920.00| 4.00000 920.00| 4.00000 920.00 CABLE, COAXIAL | | | SECTION TOTALS | $ 333,062.78| $ 363,162.23| $ 392,499.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 333,062.78| $ 363,162.23| $ 392,499.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 149 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 673,038.11 ROUTE : VINE CALL ORDER : 149 CONTRACT ID : R -23916-C COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : HIST(010) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION, INC. $ 629,857.75 100.0000% ==================================================================================================================================== |(1) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESTORATION OF C E&I RAILROAD DEPOT | | | 0001 202-02240 112.000 SYS | 4.75000 532.00| | PAVEMENT, REMOVE | | | 0002 202-02278 147.000 LFT | 3.25000 477.75| | CURB, CONCRETE, REMOVE | | | 0003 202-74025 52.000 LFT | 4.75000 247.00| | FENCE, REMOVE | | | 0004 202-74035 1.000 EACH| 250.00000 250.00| | SIGN, REMOVE | | | 0005 203-60778 LUMP| 18250.00000 18250.00| | GRADING | | | 0006 303-01180 417.000 TON | 16.00000 6672.00| | COMPACTED AGGREGATE, 53 | | | 0007 402-05498 385.000 TON | 55.00000 21175.00| | HMA FOR PARKING AREA | | | 0008 604-01527 78.000 SYS | 40.00000 3120.00| | PAVERS, BRICK | | | 0009 604-01527 155.440 SYS | 130.00000 20207.20| | PAVERS, BRICK , INSTALL | | | 0010 604-06069 3.340 SYS | 225.00000 751.50| | CURB RAMP, CONCRETE | | | 0011 605-06120 212.000 LFT | 21.00000 4452.00| | CURB, CONCRETE | | | 0012 614-02929 100.000 LFT | 10.00000 1000.00| | HEADER, WOOD | | | 0013 615-06496 19.000 EACH| 47.00000 893.00| | PARKING BARRIER | | | 0014 621-04978 508.000 SYS | 6.35000 3225.80| | SEED MIXTURE , GRASS, MODIFIED | | | 0015 621-06570 25.000 CYS | 19.00000 475.00| | TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 149 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 673,038.11 ROUTE : VINE CALL ORDER : 149 CONTRACT ID : R -23916-C COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 621-92650 0.020 ACRE| 5500.00000 110.00| | SEEDBED AND PLANTING BED PREPARATION | | | 0017 622-05635 4.000 EACH| 68.00000 272.00| | PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | | BROAD SPREADING, SEMISPREADING, OVER 24 | | | TO 36 IN. | | | 0018 622-05639 3.000 EACH| 99.00000 297.00| | PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0019 622-05649 3.000 EACH| 610.00000 1830.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0020 622-05654 435.000 EACH| 17.90000 7786.50| | PLANT, PERENNIAL | | | 0021 622-05655 240.000 EACH| 8.50000 2040.00| | PLANT, ROOT, TUBER, CORM, BULB | | | 0022 622-05748 88.000 LFT | 13.25000 1166.00| | TIMBERS , LANDSCAPE, TREATED | | | 0023 711-03973 LUMP| 394000.00000 394000.00| | BUILDING ARCHITECTURAL | | | 0024 711-05101 57.000 LFT | 6.00000 342.00| | EDGING , STEEL, FOR PLANT BEDS | | | 0025 712-03812 4.000 EACH| 250.00000 1000.00| | BENCH , CONCRETE | | | 0026 715-03963 112.000 LFT | 17.75000 1988.00| | PIPE, GALVANIZED STEEL, 1.50 IN., | | | SCHEDULE 40, FOR GAS | | | 0027 715-04612 140.000 LFT | 11.00000 1540.00| | PIPE , RAIL, IRON | | | 0028 715-04612 90.000 LFT | 32.00000 2880.00| | PIPE , REINFORCED CONCRETE, III, 6 IN. | | | 0029 715-04612 379.000 LFT | 40.00000 15160.00| | PIPE , SEWER, CLAY, EXTRA STRENGTH, 6 | | | IN. | | | 0030 715-91584 40.000 LFT | 10.00000 400.00| | PIPE, PVC, 1.5 IN. , SCHEDULE 40 | | | 0031 719-03975 LUMP| 8900.00000 8900.00| | BUILDING PLUMBING | | | 0032 720-45335 1.000 EACH| 1500.00000 1500.00| | CATCH BASIN, E7, MODIFIED | | | 0033 732-04837 1.000 EACH| 50.00000 50.00| | PLUG EXISTING PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 149 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 673,038.11 ROUTE : VINE CALL ORDER : 149 CONTRACT ID : R -23916-C COUNTIES : VERMILLION LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 802-03896 4.000 EACH| 1150.00000 4600.00| | BOLLARD , CONCRETE | | | 0035 802-04314 8.000 EACH| 230.00000 1840.00| | SIGN , GROUND MOUNTED | | | 0036 802-04314 1.000 EACH| 3625.00000 3625.00| | SIGN , GROUND MOUNTED, CUSTOM | | | 0037 802-04314 4.000 EACH| 410.00000 1640.00| | SIGN , INSTALL | | | 0038 802-04314 1.000 EACH| 360.00000 360.00| | SIGN , WALL MOUNTED | | | 0039 807-03694 LUMP| 14000.00000 14000.00| | BUILDING ELECTRICAL | | | 0040 807-03974 LUMP| 25179.00000 25179.00| | BUILDING HEATING, VENTILATION, AIR | | | CONDITIONING | | | 0041 808-06713 556.000 LFT | 1.00000 556.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0042 808-06714 373.000 LFT | 1.00000 373.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0043 808-06723 8.000 EACH| 50.00000 400.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0044 808-97222 3.000 EACH| 100.00000 300.00| | PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0045 900-01925 12.000 MOS | 1300.00000 15600.00| | FIELD OFFICE, 550 SQ FT | | | 0046 900-04999 26.000 EACH| 435.00000 11310.00| | POST , CONCRETE, PRECAST | | | 0047 940-01001 LUMP| 22000.00000 22000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0048 801-06640 9.000 EACH| 135.00000 1215.00| | CONSTRUCTION SIGN, A | | | 0049 801-04308 3.000 EACH| 750.00000 2250.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06605 12.000 EACH| 135.00000 1620.00| | BARRICADE, IIIA | | | SECTION TOTALS | $ 629,857.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 629,857.75| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 159 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,411.24 ROUTE : 15 CALL ORDER : 159 CONTRACT ID : R -24289-A COUNTIES : WABASH LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1797005 1797005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,099,659.39 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 1,142,757.17 103.9191% 3 35-1489621 HRP CONSTRUCTION, INC. $ 1,152,556.21 104.8102% 4 35-1912582 EDSAM CONSTRUCTION, INC. $ 1,167,875.25 106.2033% 5 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,278,155.11 116.2319% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1489621 |E & B PAVING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 12.000 MOS | 950.00000 11400.00| 1331.39000 15976.68| 700.00000 8400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 17800.00000 17800.00| 10200.00000 10200.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 54110.00000 54110.00| 56000.00000 56000.00| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3300.00000 3300.00| 9500.00000 9500.00| 36700.00000 36700.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 469.000 m | 6.90000 3236.10| 4.90000 2298.10| 4.65000 2180.85 GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 178.00000 356.00| 735.00000 1470.00| 700.00000 1400.00 HEADWALL, REMOVE | | | 0007 202-02272 87.000 m | 20.00000 1740.00| 21.30000 1853.10| 17.00000 1479.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-02273 12.000 m2 | 170.00000 2040.00| 36.50000 438.00| 50.00000 600.00 CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02278 274.000 m | 13.00000 3562.00| 10.10000 2767.40| 5.00000 1370.00 CURB, CONCRETE, REMOVE | | | 0010 202-03000 LUMP| 4000.00000 4000.00| 575.00000 575.00| 6600.00000 6600.00 HOUSES AND BUILDINGS, REMOVE ,PARCEL NO.| | | 12 | | | 0011 202-03000 LUMP| 4000.00000 4000.00| 785.00000 785.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE ,PARCEL NO.| | | 18 | | | 0012 202-51330 LUMP| 15000.00000 15000.00| 3000.00000 3000.00| 1600.00000 1600.00 PRESENT STRUCTURE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 159 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,411.24 ROUTE : 15 CALL ORDER : 159 CONTRACT ID : R -24289-A COUNTIES : WABASH LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1489621 |E & B PAVING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-60820 7519.000 m2 | 2.56000 19248.64| 0.97000 7293.43| 1.50000 11278.50 SURFACE MILLING, ASPHALT | | | 0014 202-74090 LUMP| 1800.00000 1800.00| 1890.00000 1890.00| 4000.00000 4000.00 OVERHEAD SIGN STRUCTURE, REMOVE | | | 0016 202-93047 3.000 EACH| 1400.00000 4200.00| 1050.00000 3150.00| 500.00000 1500.00 MANHOLE, REMOVE | | | 0018 202-96022 1.000 EACH| 250.00000 250.00| 800.00000 800.00| 250.00000 250.00 CONCRETE FOUNDATION, REMOVE | | | 0019 202-96133 88.000 m | 20.00000 1760.00| 65.00000 5720.00| 1.50000 132.00 PIPE, REMOVE | | | 0020 203-02000 2984.000 m3 | 23.00000 68632.00| 15.00000 44760.00| 31.00000 92504.00 EXCAVATION, COMMON | | | 0021 203-02070 3940.000 m3 | 8.00000 31520.00| 12.50000 49250.00| 10.00000 39400.00 BORROW | | | 0022 211-02060 247.000 m3 | 32.00000 7904.00| 18.00000 4446.00| 13.00000 3211.00 B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 2836.000 Mg | 16.66000 47247.76| 14.70000 41689.20| 16.80000 47644.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 402-05468 2953.000 Mg | 30.35000 89623.55| 39.50000 116643.50| 36.00000 106308.00 HMA BASE 25.0 mm, MAINLINE | | | 0026 402-05474 1918.000 Mg | 32.00000 61376.00| 34.00000 65212.00| 36.60000 70198.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0027 402-05477 1026.000 Mg | 37.10000 38064.60| 43.80000 44938.80| 41.45000 42527.70 HMA SURFACE 9.5 mm, MAINLINE | | | 0028 402-05481 214.000 Mg | 42.00000 8988.00| 48.50000 10379.00| 38.00000 8132.00 HMA BASE 25.0 mm, SHOULDER | | | 0029 405-05517 11.600 Mg | 200.00000 2320.00| 415.00000 4814.00| 390.00000 4524.00 ASPHALT FOR PRIME COAT | | | 0030 406-05520 9.100 Mg | 175.00000 1592.50| 178.00000 1619.80| 250.00000 2275.00 ASPHALT FOR TACK COAT | | | 0031 601-01115 3.800 m | 103.00000 391.40| 96.30000 365.94| 91.70000 348.46 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0032 601-05999 2.000 EACH| 30.00000 60.00| 42.00000 84.00| 40.00000 80.00 CURVED TERMINAL END | | | 0033 601-94689 2.000 EACH| 3025.00000 6050.00| 3622.00000 7244.00| 3450.00000 6900.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 208.200 m | 44.00000 9160.80| 33.90000 7057.98| 32.30000 6724.86 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 601-99106 7.600 m | 71.00000 539.60| 62.20000 472.72| 59.20000 449.92 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0036 605-06120 41.000 m | 59.46000 2437.86| 61.10000 2505.10| 70.45000 2888.45 CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 159 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,411.24 ROUTE : 15 CALL ORDER : 159 CONTRACT ID : R -24289-A COUNTIES : WABASH LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1489621 |E & B PAVING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 605-52807 1144.000 m | 35.81000 40966.64| 39.90000 45645.60| 45.45000 51994.80 CURB AND GUTTER, COMBINED | | | 0038 607-06175 15.000 m | 49.50000 742.50| 39.90000 598.50| 130.00000 1950.00 GUTTER, CONCRETE | | | 0039 607-06335 33.000 m | 42.65000 1407.45| 137.00000 4521.00| 140.65000 4641.45 PAVED SIDE DITCH, A | | | 0040 610-05527 14.000 Mg | 60.00000 840.00| 109.00000 1526.00| 60.00000 840.00 HMA FOR APPROACHES | | | 0041 611-05330 1697.000 m2 | 43.87000 74447.39| 43.90000 74498.30| 42.00000 71274.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0042 611-06497 7.000 EACH| 100.00000 700.00| 125.00000 875.00| 150.00000 1050.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 615-06505 7.000 EACH| 295.00000 2065.00| 357.00000 2499.00| 340.00000 2380.00 MONUMENT, B | | | 0044 621-06574 31.000 m2 | 2.88000 89.28| 3.02000 93.62| 2.88000 89.28 SODDING | | | 0045 621-06575 9264.000 m2 | 2.88000 26680.32| 3.02000 27977.28| 2.88000 26680.32 SODDING, NURSERY | | | 0046 622-91534 1.000 EACH| 4190.00000 4190.00| 1700.00000 1700.00| 480.00000 480.00 TREE WELL , TIMBER | | | 0047 702-90915 2.500 m3 | 600.00000 1500.00| 800.00000 2000.00| 500.00000 1250.00 CONCRETE, A | | | 0048 715-05024 78.000 m | 238.00000 18564.00| 243.00000 18954.00| 120.00000 9360.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0049 715-05048 1569.000 m | 9.80000 15376.20| 15.00000 23535.00| 6.00000 9414.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0050 715-05146 4.000 m | 40.00000 160.00| 20.00000 80.00| 40.00000 160.00 PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0051 715-05147 5.000 m | 60.00000 300.00| 48.00000 240.00| 45.00000 225.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0052 715-05149 344.000 m | 65.00000 22360.00| 126.00000 43344.00| 46.00000 15824.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0053 715-05151 51.000 m | 72.00000 3672.00| 109.00000 5559.00| 52.00000 2652.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0054 715-05152 181.000 m | 82.00000 14842.00| 135.31000 24491.11| 53.00000 9593.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0055 715-05154 18.000 m | 105.00000 1890.00| 125.61000 2260.98| 100.00000 1800.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0056 715-05162 46.000 m | 337.00000 15502.00| 298.70000 13740.20| 240.00000 11040.00 PIPE, TYPE 2, CIRCULAR, 1350 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 159 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,411.24 ROUTE : 15 CALL ORDER : 159 CONTRACT ID : R -24289-A COUNTIES : WABASH LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1489621 |E & B PAVING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 715-05166 30.000 m | 680.00000 20400.00| 446.00000 13380.00| 710.00000 21300.00 PIPE, TYPE 2, CIRCULAR, 1950 mm | | | 0058 715-46040 2.000 EACH| 480.00000 960.00| 700.00000 1400.00| 1200.00000 2400.00 PIPE END SECTION, 900 mm | | | 0059 715-91361 6.000 m | 20.00000 120.00| 48.00000 288.00| 46.00000 276.00 PIPE, PVC, 150 mm | | | 0060 718-04881 2.000 EACH| 170.00000 340.00| 315.00000 630.00| 244.00000 488.00 OUTLET PROTECTOR, B | | | 0061 718-52610 538.000 m3 | 38.00000 20444.00| 24.00000 12912.00| 40.00000 21520.00 AGGREGATE FOR UNDERDRAINS | | | 0062 718-99153 3726.000 m2 | 1.00000 3726.00| 1.20000 4471.20| 3.00000 11178.00 GEOTEXTILES FOR UNDERDRAIN | | | 0063 720-44000 9.000 EACH| 325.00000 2925.00| 250.00000 2250.00| 250.00000 2250.00 CASTING, ADJUST TO GRADE | | | 0064 720-45055 8.000 EACH| 1500.00000 12000.00| 1030.00000 8240.00| 2100.00000 16800.00 INLET, M10 | | | 0065 720-45065 1.000 EACH| 2700.00000 2700.00| 2300.00000 2300.00| 3000.00000 3000.00 INLET, N12 | | | 0066 720-45069 1.000 EACH| 2800.00000 2800.00| 2330.00000 2330.00| 2600.00000 2600.00 INLET, P12 | | | 0067 720-45235 3.000 EACH| 1400.00000 4200.00| 1080.00000 3240.00| 2500.00000 7500.00 CATCH BASIN, E7 | | | 0068 720-45410 2.000 EACH| 2000.00000 4000.00| 1750.00000 3500.00| 2200.00000 4400.00 MANHOLE, C4 | | | 0069 720-91110 3.000 EACH| 13000.00000 39000.00| 15000.00000 45000.00| 12700.00000 38100.00 MANHOLE, N4 | | | 0070 720-91461 4.000 EACH| 10200.00000 40800.00| 10000.00000 40000.00| 7000.00000 28000.00 MANHOLE, E8 | | | 0071 720-98555 8.000 EACH| 2000.00000 16000.00| 1615.00000 12920.00| 3100.00000 24800.00 INLET, C15 | | | 0072 801-06203 5873.000 m | 0.88000 5168.24| 0.92000 5403.16| 0.88000 5168.24 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0073 801-06207 1022.000 m | 1.80000 1839.60| 4.20000 4292.40| 2.00000 2044.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0074 801-06606 24.000 EACH| 135.00000 3240.00| 242.60000 5822.40| 231.00000 5544.00 BARRICADE, IIIB | | | 0075 801-06640 29.000 EACH| 165.00000 4785.00| 150.00000 4350.00| 143.00000 4147.00 CONSTRUCTION SIGN, A | | | 0076 801-06710 360.000 DAY | 1.00000 360.00| 1.05000 378.00| 1.00000 360.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 159 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,411.24 ROUTE : 15 CALL ORDER : 159 CONTRACT ID : R -24289-A COUNTIES : WABASH LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1489621 |E & B PAVING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 801-06775 LUMP| 23535.00000 23535.00| 24000.00000 24000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0078 802-02489 50.500 m | 28.00000 1414.00| 29.40000 1484.70| 32.80000 1656.40 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0079 802-02922 51.200 m | 22.00000 1126.40| 23.10000 1182.72| 32.80000 1679.36 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0080 802-76025 22.900 m2 | 145.00000 3320.50| 152.30000 3487.67| 129.17000 2957.99 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0081 802-76035 10.500 m2 | 145.00000 1522.50| 152.30000 1599.15| 134.55000 1412.78 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0082 802-76045 4.600 m2 | 155.00000 713.00| 162.75000 748.65| 139.93000 643.68 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0083 803-04626 4.000 EACH| 1200.00000 4800.00| 1260.00000 5040.00| 1800.00000 7200.00 SIGN FOUNDATION, CONCRETE | | | 0084 803-76125 2.000 EACH| 5500.00000 11000.00| 5775.00000 11550.00| 7500.00000 15000.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0085 804-06770 4.000 EACH| 20.00000 80.00| 19.00000 76.00| 18.00000 72.00 DELINEATOR POST | | | 0087 805-01842 10.000 EACH| 600.00000 6000.00| 630.00000 6300.00| 550.00000 5500.00 HANDHOLE, SIGNAL | | | 0089 805-06592 476.000 m | 22.00000 10472.00| 23.10000 10995.60| 32.80000 15612.80 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0090 805-78100 1.000 EACH| 7500.00000 7500.00| 7875.00000 7875.00| 7000.00000 7000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0091 805-78205 8.000 EACH| 410.00000 3280.00| 430.50000 3444.00| 400.00000 3200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0092 805-78215 4.000 EACH| 425.00000 1700.00| 445.00000 1780.00| 400.00000 1600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0093 805-78415 4.000 EACH| 1600.00000 6400.00| 1680.00000 6720.00| 1000.00000 4000.00 SPAN, CATENARY, AND TETHER | | | 0094 805-78420 4.000 EACH| 225.00000 900.00| 236.00000 944.00| 250.00000 1000.00 DISCONNECT HANGER | | | 0095 805-78445 1.000 EACH| 450.00000 450.00| 472.00000 472.00| 450.00000 450.00 SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 159 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,411.24 ROUTE : 15 CALL ORDER : 159 CONTRACT ID : R -24289-A COUNTIES : WABASH LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1489621 |E & B PAVING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 805-78467 30.000 m | 4.00000 120.00| 4.20000 126.00| 4.92000 147.60 SIGNAL CABLE, 3C 8GA. | | | 0097 805-78485 339.000 m | 3.00000 1017.00| 3.15000 1067.85| 3.28000 1111.92 SIGNAL CABLE, 5C 14GA. | | | 0098 805-78490 206.000 m | 3.00000 618.00| 3.15000 648.90| 3.61000 743.66 SIGNAL CABLE, 7C 14GA. | | | 0099 805-78510 1579.000 m | 2.40000 3789.60| 2.52000 3979.08| 1.97000 3110.63 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0100 805-78785 11.000 EACH| 500.00000 5500.00| 525.00000 5775.00| 380.00000 4180.00 SIGNAL DETECTOR HOUSING | | | 0101 805-78795 608.000 m | 24.00000 14592.00| 25.20000 15321.60| 32.00000 19456.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0102 805-78925 1.000 EACH| 475.00000 475.00| 500.00000 500.00| 700.00000 700.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0103 805-81060 4.000 EACH| 3300.00000 13200.00| 3465.00000 13860.00| 3300.00000 13200.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0104 805-94295 24.000 EACH| 225.00000 5400.00| 236.00000 5664.00| 150.00000 3600.00 SIGNAL HEAD, RELOCATE | | | 0105 808-06701 294.000 m | 0.87000 255.78| 0.91000 267.54| 0.87000 255.78 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0106 808-06703 88.000 m | 0.87000 76.56| 0.91000 80.08| 0.87000 76.56 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0107 808-06713 390.000 m | 0.36000 140.40| 0.38000 148.20| 0.36000 140.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0108 808-75240 120.000 m | 0.87000 104.40| 0.91000 109.20| 0.87000 104.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0109 808-75245 800.000 m | 0.87000 696.00| 0.91000 728.00| 0.87000 696.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0110 808-75297 87.000 m | 6.75000 587.25| 7.10000 617.70| 6.75000 587.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0111 808-75320 9.000 EACH| 27.80000 250.20| 29.20000 262.80| 27.80000 250.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0112 808-75325 6.000 EACH| 43.35000 260.10| 45.50000 273.00| 43.35000 260.10 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0113 808-75998 176.000 EACH| 22.40000 3942.40| 23.50000 4136.00| 22.40000 3942.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 159 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,411.24 ROUTE : 15 CALL ORDER : 159 CONTRACT ID : R -24289-A COUNTIES : WABASH LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1489621 |E & B PAVING, INC. |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 808-92027 786.000 m | 1.31000 1029.66| 1.38000 1084.68| 1.31000 1029.66 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0115 808-96016 163.000 m | 3.67000 598.21| 3.85000 627.55| 3.67000 598.21 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0116 805-01815 4.000 EACH| 1200.00000 4800.00| 1260.00000 5040.00| 1800.00000 7200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0117 202-78515 LUMP| 1200.00000 1200.00| 1260.00000 1260.00| 1200.00000 1200.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0118 805-78470 1400.000 m | 0.70000 980.00| 0.74000 1036.00| 2.00000 2800.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | SECTION TOTALS | $ 1,099,659.39| $ 1,142,757.17| $ 1,152,556.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,099,659.39| $ 1,142,757.17| $ 1,152,556.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 159 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,411.24 ROUTE : 15 CALL ORDER : 159 CONTRACT ID : R -24289-A COUNTIES : WABASH LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 | |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 12.000 MOS | 1210.00000 14520.00| 1265.95000 15191.40| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 27500.00000 27500.00| 20689.06000 20689.06| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 63500.00000 63500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 28000.00000 28000.00| 42877.04000 42877.04| CLEARING RIGHT OF WAY | | | 0005 202-02241 469.000 m | 5.17000 2424.73| 5.30000 2485.70| GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 825.00000 1650.00| 208.56000 417.12| HEADWALL, REMOVE | | | 0007 202-02272 87.000 m | 22.00000 1914.00| 5.63000 489.81| PAVED SIDE DITCH, REMOVE | | | 0008 202-02273 12.000 m2 | 24.20000 290.40| 14.90000 178.80| CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02278 274.000 m | 11.00000 3014.00| 4.87000 1334.38| CURB, CONCRETE, REMOVE | | | 0010 202-03000 LUMP| 4400.00000 4400.00| 456.02000 456.02| HOUSES AND BUILDINGS, REMOVE ,PARCEL NO.| | | 12 | | | 0011 202-03000 LUMP| 4950.00000 4950.00| 684.02000 684.02| HOUSES AND BUILDINGS, REMOVE ,PARCEL NO.| | | 18 | | | 0012 202-51330 LUMP| 2200.00000 2200.00| 1269.43000 1269.43| PRESENT STRUCTURE, REMOVE | | | 0013 202-60820 7519.000 m2 | 1.87000 14060.53| 1.46000 10977.74| SURFACE MILLING, ASPHALT | | | 0014 202-74090 LUMP| 5170.00000 5170.00| 2052.07000 2052.07| OVERHEAD SIGN STRUCTURE, REMOVE | | | 0016 202-93047 3.000 EACH| 440.00000 1320.00| 1200.14000 3600.42| MANHOLE, REMOVE | | | 0018 202-96022 1.000 EACH| 275.00000 275.00| 285.01000 285.01| CONCRETE FOUNDATION, REMOVE | | | 0019 202-96133 88.000 m | 11.00000 968.00| 80.58000 7091.04| PIPE, REMOVE | | | 0020 203-02000 2984.000 m3 | 11.00000 32824.00| 20.17000 60187.28| EXCAVATION, COMMON | | | 0021 203-02070 3940.000 m3 | 13.20000 52008.00| 16.33000 64340.20| BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 159 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,411.24 ROUTE : 15 CALL ORDER : 159 CONTRACT ID : R -24289-A COUNTIES : WABASH LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 | |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 211-02060 247.000 m3 | 27.50000 6792.50| 20.25000 5001.75| B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 2836.000 Mg | 17.60000 49913.60| 16.20000 45943.20| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 402-05468 2953.000 Mg | 39.60000 116938.80| 41.04000 121191.12| HMA BASE 25.0 mm, MAINLINE | | | 0026 402-05474 1918.000 Mg | 40.70000 78062.60| 41.72000 80018.96| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0027 402-05477 1026.000 Mg | 46.20000 47401.20| 50.59000 51905.34| HMA SURFACE 9.5 mm, MAINLINE | | | 0028 402-05481 214.000 Mg | 41.80000 8945.20| 43.32000 9270.48| HMA BASE 25.0 mm, SHOULDER | | | 0029 405-05517 11.600 Mg | 429.00000 4976.40| 444.61000 5157.48| ASPHALT FOR PRIME COAT | | | 0030 406-05520 9.100 Mg | 275.00000 2502.50| 285.01000 2593.59| ASPHALT FOR TACK COAT | | | 0031 601-01115 3.800 m | 101.20000 384.56| 104.54000 397.25| GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0032 601-05999 2.000 EACH| 44.00000 88.00| 45.60000 91.20| CURVED TERMINAL END | | | 0033 601-94689 2.000 EACH| 3850.00000 7700.00| 3933.13000 7866.26| GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 208.200 m | 35.75000 7443.15| 36.82000 7665.92| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 601-99106 7.600 m | 66.00000 501.60| 67.49000 512.92| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0036 605-06120 41.000 m | 44.00000 1804.00| 84.90000 3480.90| CURB, CONCRETE | | | 0037 605-52807 1144.000 m | 46.20000 52852.80| 26.91000 30785.04| CURB AND GUTTER, COMBINED | | | 0038 607-06175 15.000 m | 48.40000 726.00| 79.40000 1191.00| GUTTER, CONCRETE | | | 0039 607-06335 33.000 m | 49.50000 1633.50| 101.08000 3335.64| PAVED SIDE DITCH, A | | | 0040 610-05527 14.000 Mg | 66.00000 924.00| 68.40000 957.60| HMA FOR APPROACHES | | | 0041 611-05330 1697.000 m2 | 44.00000 74668.00| 34.74000 58953.78| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0042 611-06497 7.000 EACH| 187.00000 1309.00| 135.66000 949.62| MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 159 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,411.24 ROUTE : 15 CALL ORDER : 159 CONTRACT ID : R -24289-A COUNTIES : WABASH LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 | |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 615-06505 7.000 EACH| 374.00000 2618.00| 387.61000 2713.27| MONUMENT, B | | | 0044 621-06574 31.000 m2 | 4.40000 136.40| 3.28000 101.68| SODDING | | | 0045 621-06575 9264.000 m2 | 3.85000 35666.40| 3.28000 30385.92| SODDING, NURSERY | | | 0046 622-91534 1.000 EACH| 770.00000 770.00| 1383.44000 1383.44| TREE WELL , TIMBER | | | 0047 702-90915 2.500 m3 | 660.00000 1650.00| 607.98000 1519.95| CONCRETE, A | | | 0048 715-05024 78.000 m | 187.00000 14586.00| 273.28000 21315.84| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0049 715-05048 1569.000 m | 6.60000 10355.40| 10.09000 15831.21| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0050 715-05146 4.000 m | 132.00000 528.00| 72.33000 289.32| PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0051 715-05147 5.000 m | 165.00000 825.00| 111.34000 556.70| PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0052 715-05149 344.000 m | 88.00000 30272.00| 95.37000 32807.28| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0053 715-05151 51.000 m | 93.50000 4768.50| 128.94000 6575.94| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0054 715-05152 181.000 m | 99.00000 17919.00| 131.36000 23776.16| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0055 715-05154 18.000 m | 132.00000 2376.00| 155.72000 2802.96| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0056 715-05162 46.000 m | 440.00000 20240.00| 445.33000 20485.18| PIPE, TYPE 2, CIRCULAR, 1350 mm | | | 0057 715-05166 30.000 m | 616.00000 18480.00| 632.17000 18965.10| PIPE, TYPE 2, CIRCULAR, 1950 mm | | | 0058 715-46040 2.000 EACH| 550.00000 1100.00| 613.31000 1226.62| PIPE END SECTION, 900 mm | | | 0059 715-91361 6.000 m | 88.00000 528.00| 59.51000 357.06| PIPE, PVC, 150 mm | | | 0060 718-04881 2.000 EACH| 165.00000 330.00| 183.95000 367.90| OUTLET PROTECTOR, B | | | 0061 718-52610 538.000 m3 | 33.00000 17754.00| 39.90000 21466.20| AGGREGATE FOR UNDERDRAINS | | | 0062 718-99153 3726.000 m2 | 2.20000 8197.20| 1.88000 7004.88| GEOTEXTILES FOR UNDERDRAIN | | | 0063 720-44000 9.000 EACH| 198.00000 1782.00| 370.00000 3330.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 159 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,411.24 ROUTE : 15 CALL ORDER : 159 CONTRACT ID : R -24289-A COUNTIES : WABASH LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 | |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 720-45055 8.000 EACH| 1650.00000 13200.00| 1445.87000 11566.96| INLET, M10 | | | 0065 720-45065 1.000 EACH| 2530.00000 2530.00| 1928.11000 1928.11| INLET, N12 | | | 0066 720-45069 1.000 EACH| 2200.00000 2200.00| 2298.62000 2298.62| INLET, P12 | | | 0067 720-45235 3.000 EACH| 1320.00000 3960.00| 1649.24000 4947.72| CATCH BASIN, E7 | | | 0068 720-45410 2.000 EACH| 1430.00000 2860.00| 1588.50000 3177.00| MANHOLE, C4 | | | 0069 720-91110 3.000 EACH| 8800.00000 26400.00| 15959.08000 47877.24| MANHOLE, N4 | | | 0070 720-91461 4.000 EACH| 3850.00000 15400.00| 9868.81000 39475.24| MANHOLE, E8 | | | 0071 720-98555 8.000 EACH| 1980.00000 15840.00| 1808.43000 14467.44| INLET, C15 | | | 0072 801-06203 5873.000 m | 0.99000 5814.27| 1.00000 5873.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0073 801-06207 1022.000 m | 2.20000 2248.40| 2.14000 2187.08| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0074 801-06606 24.000 EACH| 254.10000 6098.40| 263.35000 6320.40| BARRICADE, IIIB | | | 0075 801-06640 29.000 EACH| 157.30000 4561.70| 163.03000 4727.87| CONSTRUCTION SIGN, A | | | 0076 801-06710 360.000 DAY | 1.10000 396.00| 19.02000 6847.20| FLASHING ARROW SIGN | | | 0077 801-06775 LUMP| 22000.00000 22000.00| 40661.72000 40661.72| MAINTAINING TRAFFIC | | | 0078 802-02489 50.500 m | 36.30000 1833.15| 31.92000 1611.96| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0079 802-02922 51.200 m | 36.30000 1858.56| 25.08000 1284.10| SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0080 802-76025 22.900 m2 | 143.00000 3274.70| 165.31000 3785.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0081 802-76035 10.500 m2 | 148.50000 1559.25| 165.31000 1735.76| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 159 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,411.24 ROUTE : 15 CALL ORDER : 159 CONTRACT ID : R -24289-A COUNTIES : WABASH LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 | |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 802-76045 4.600 m2 | 154.00000 708.40| 176.71000 812.87| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0083 803-04626 4.000 EACH| 1980.00000 7920.00| 1368.05000 5472.20| SIGN FOUNDATION, CONCRETE | | | 0084 803-76125 2.000 EACH| 8250.00000 16500.00| 6270.21000 12540.42| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0085 804-06770 4.000 EACH| 165.00000 660.00| 22.80000 91.20| DELINEATOR POST | | | 0087 805-01842 10.000 EACH| 660.00000 6600.00| 684.02000 6840.20| HANDHOLE, SIGNAL | | | 0089 805-06592 476.000 m | 24.20000 11519.20| 25.08000 11938.08| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0090 805-78100 1.000 EACH| 8250.00000 8250.00| 8550.28000 8550.28| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0091 805-78205 8.000 EACH| 451.00000 3608.00| 467.42000 3739.36| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0092 805-78215 4.000 EACH| 467.50000 1870.00| 484.52000 1938.08| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0093 805-78415 4.000 EACH| 1760.00000 7040.00| 1824.06000 7296.24| SPAN, CATENARY, AND TETHER | | | 0094 805-78420 4.000 EACH| 247.00000 988.00| 256.51000 1026.04| DISCONNECT HANGER | | | 0095 805-78445 1.000 EACH| 495.00000 495.00| 513.02000 513.02| SIGNAL SERVICE | | | 0096 805-78467 30.000 m | 4.40000 132.00| 4.56000 136.80| SIGNAL CABLE, 3C 8GA. | | | 0097 805-78485 339.000 m | 3.30000 1118.70| 3.42000 1159.38| SIGNAL CABLE, 5C 14GA. | | | 0098 805-78490 206.000 m | 3.30000 679.80| 3.42000 704.52| SIGNAL CABLE, 7C 14GA. | | | 0099 805-78510 1579.000 m | 2.64000 4168.56| 2.74000 4326.46| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0100 805-78785 11.000 EACH| 550.00000 6050.00| 570.02000 6270.22| SIGNAL DETECTOR HOUSING | | | 0101 805-78795 608.000 m | 26.40000 16051.20| 27.36000 16634.88| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0102 805-78925 1.000 EACH| 522.50000 522.50| 541.52000 541.52| CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 159 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,411.24 ROUTE : 15 CALL ORDER : 159 CONTRACT ID : R -24289-A COUNTIES : WABASH LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 | |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 805-81060 4.000 EACH| 3630.00000 14520.00| 3762.12000 15048.48| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0104 805-94295 24.000 EACH| 247.50000 5940.00| 256.51000 6156.24| SIGNAL HEAD, RELOCATE | | | 0105 808-06701 294.000 m | 0.99000 291.06| 0.99000 291.06| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0106 808-06703 88.000 m | 0.99000 87.12| 0.98000 86.24| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0107 808-06713 390.000 m | 0.44000 171.60| 0.41000 159.90| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0108 808-75240 120.000 m | 0.99000 118.80| 0.99000 118.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0109 808-75245 800.000 m | 0.99000 792.00| 0.99000 792.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0110 808-75297 87.000 m | 7.48000 650.76| 7.70000 669.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0111 808-75320 9.000 EACH| 30.58000 275.22| 31.69000 285.21| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0112 808-75325 6.000 EACH| 47.74000 286.44| 49.42000 296.52| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0113 808-75998 176.000 EACH| 24.64000 4336.64| 25.54000 4495.04| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0114 808-92027 786.000 m | 1.54000 1210.44| 1.49000 1171.14| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0115 808-96016 163.000 m | 4.07000 663.41| 4.18000 681.34| LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0116 805-01815 4.000 EACH| 1320.00000 5280.00| 1368.05000 5472.20| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0117 202-78515 LUMP| 1320.00000 1320.00| 1368.05000 1368.05| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0118 805-78470 1400.000 m | 0.77000 1078.00| 0.80000 1120.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | SECTION TOTALS | $ 1,167,875.25| $ 1,278,155.11| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,167,875.25| $ 1,278,155.11| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 163 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,340,860.23 ROUTE : CALL ORDER : 163 CONTRACT ID : R -24424-B COUNTIES : WAYNE LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : BIKE030 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1636776 LINKEL COMPANY $ 1,345,000.00 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 1,379,586.06 102.5714% ==================================================================================================================================== |(1) 35-1636776 |(2) 35-0997978 | |LINKEL COMPANY |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-06790 11.000 MOS | 1000.00000 11000.00| 1367.00000 15037.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 50000.00000 50000.00| 23000.00000 23000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 150000.00000 150000.00| 69500.00000 69500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 500.000 m | 20.00000 10000.00| 5.00000 2500.00| DITCH CLEANING | | | 0005 201-52370 LUMP| 50000.00000 50000.00| 27500.00000 27500.00| CLEARING RIGHT OF WAY | | | 0006 201-90788 LUMP| 5000.00000 5000.00| 45000.00000 45000.00| DEBRIS, REMOVE | | | 0007 202-02240 21.600 m2 | 100.00000 2160.00| 17.50000 378.00| PAVEMENT, REMOVE | | | 0008 202-04998 4.000 EACH| 200.00000 800.00| 95.00000 380.00| RAILROAD , SIGN POST, REMOVE | | | 0009 202-04998 986.000 EACH| 20.00000 19720.00| 25.25000 24896.50| RAILROAD , TIE REMOVE | | | 0010 202-96022 8.000 EACH| 400.00000 3200.00| 55.00000 440.00| CONCRETE FOUNDATION, REMOVE | | | 0011 203-02000 612.000 m3 | 15.00000 9180.00| 4.00000 2448.00| EXCAVATION, COMMON | | | 0012 203-02010 500.000 m3 | 25.00000 12500.00| 4.00000 2000.00| EXCAVATION, ROCK | | | 0013 203-02020 2312.000 m3 | 18.00000 41616.00| 15.00000 34680.00| EXCAVATION, UNCLASSIFIED | | | 0014 205-02224 575.000 m | 8.00000 4600.00| 1.70000 977.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 163 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,340,860.23 ROUTE : CALL ORDER : 163 CONTRACT ID : R -24424-B COUNTIES : WAYNE LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1636776 |(2) 35-0997978 | |LINKEL COMPANY |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02229 15.000 m | 20.00000 300.00| 10.00000 150.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02234 11.000 EACH| 100.00000 1100.00| 58.60000 644.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0017 210-04181 3.000 EACH| 1000.00000 3000.00| 462.00000 1386.00| BICYCLE RACK | | | 0018 211-02060 113.600 m3 | 25.00000 2840.00| 75.00000 8520.00| B BORROW FOR STRUCTURE BACKFILL | | | 0019 303-09119 500.000 Mg | 25.00000 12500.00| 17.00000 8500.00| COMPACTED AGGREGATE FOR BASE, 0, 2 | | | 0020 303-52308 3028.000 Mg | 20.00000 60560.00| 23.00000 69644.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 303-52309 948.200 Mg | 20.00000 18964.00| 23.00000 21808.60| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0022 402-05474 1723.300 Mg | 40.00000 68932.00| 66.00000 113737.80| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 830.200 Mg | 45.00000 37359.00| 69.00000 57283.80| HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 6.900 Mg | 40.00000 276.00| 88.00000 607.20| HMA BASE 25.0 mm, SHOULDER | | | 0025 404-05511 23.000 m2 | 10.00000 230.00| 17.00000 391.00| SEAL COAT, 2 | | | 0026 406-05520 3.700 Mg | 500.00000 1850.00| 185.00000 684.50| ASPHALT FOR TACK COAT | | | 0027 501-05050 103.600 m2 | 90.00000 9324.00| 81.45000 8438.22| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 150 mm | | | 0028 501-05092 14.000 m2 | 160.00000 2240.00| 178.00000 2492.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 300 mm | | | 0029 501-05140 583.700 m2 | 80.00000 46696.00| 44.45000 25945.47| CEMENT CONCRETE PAVEMENT, PLAIN, 150 mm | | | 0030 601-04793 1469.500 m | 50.00000 73475.00| 37.00000 54371.50| GUARDRAIL , SPLIT RAIL | | | 0031 603-03829 52.000 m | 200.00000 10400.00| 204.00000 10608.00| FENCE , STEEL PICKET | | | 0032 603-04244 8.000 EACH| 3000.00000 24000.00| 3100.00000 24800.00| GATE | | | 0033 603-05036 226.400 m2 | 100.00000 22640.00| 105.00000 23772.00| FENCE, CHAIN LINK FABRIC , VINYL COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 163 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,340,860.23 ROUTE : CALL ORDER : 163 CONTRACT ID : R -24424-B COUNTIES : WAYNE LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1636776 |(2) 35-0997978 | |LINKEL COMPANY |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 604-06069 7.000 m2 | 100.00000 700.00| 40.95000 286.65| CURB RAMP, CONCRETE | | | 0035 605-06120 170.000 m | 80.00000 13600.00| 80.95000 13761.50| CURB, CONCRETE | | | 0036 605-94852 20.000 m | 250.00000 5000.00| 123.50000 2470.00| CURB AND GUTTER, CONCRETE, REMOVE AND | | | REPLACE | | | 0037 605-97937 22.000 m | 250.00000 5500.00| 76.00000 1672.00| CURB AND GUTTER, CONCRETE, ROLL | | | 0038 611-03671 1.000 EACH| 1500.00000 1500.00| 655.00000 655.00| TRASH RECEPTACLE | | | 0039 614-06480 16.000 m | 250.00000 4000.00| 240.00000 3840.00| HEADER, CEMENT CONCRETE, C | | | 0040 615-03866 5.000 EACH| 500.00000 2500.00| 950.00000 4750.00| MILE MARKER | | | 0041 615-06496 10.000 EACH| 100.00000 1000.00| 105.00000 1050.00| PARKING BARRIER | | | 0042 616-02320 150.000 m2 | 4.00000 600.00| 5.00000 750.00| GEOTEXTILES | | | 0043 616-06396 150.000 Mg | 100.00000 15000.00| 50.00000 7500.00| RIPRAP , HAND LAID, RIVER ROCK | | | 0044 616-94426 75.000 m2 | 50.00000 3750.00| 15.95000 1196.25| GEOGRID | | | 0045 621-01004 1.000 EACH| 1500.00000 1500.00| 750.00000 750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-04978 1200.000 m2 | 8.00000 9600.00| 1.45000 1740.00| SEED MIXTURE , NATIVE | | | 0047 621-06570 200.000 m3 | 50.00000 10000.00| 75.00000 15000.00| TOP SOIL | | | 0048 703-51030 1132.000 kg | 1.50000 1698.00| 1.35000 1528.20| REINFORCING STEEL | | | 0049 703-51032 17107.000 kg | 1.50000 25660.50| 1.60000 27371.20| REINFORCING STEEL, EPOXY COATED | | | 0050 704-04850 25.870 m2 | 300.00000 7761.00| 145.00000 3751.15| CONCRETE , MODULAR UNITS | | | 0051 704-51002 223.000 m3 | 800.00000 178400.00| 1235.00000 275405.00| CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-04683 603.000 m | 150.00000 90450.00| 195.00000 117585.00| RAILING , TREATED TIMBER, TYPE I | | | 0053 706-04683 51.400 m | 150.00000 7710.00| 195.00000 10023.00| RAILING , TREATED TIMBER, TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 163 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,340,860.23 ROUTE : CALL ORDER : 163 CONTRACT ID : R -24424-B COUNTIES : WAYNE LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1636776 |(2) 35-0997978 | |LINKEL COMPANY |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 710-51870 32.100 m2 | 300.00000 9630.00| 220.35000 7073.24| REPOINTING MASONRY IN STRUCTURES | | | 0055 712-03812 1.000 EACH| 1500.00000 1500.00| 1105.00000 1105.00| BENCH | | | 0056 712-03812 2.000 EACH| 1800.00000 3600.00| 1175.00000 2350.00| BENCH , WITH BACK, 1829MM | | | 0057 712-04784 1.000 EACH| 5000.00000 5000.00| 9500.00000 9500.00| STRUCTURE , CAST STONE/FIBERGLASS KIOSK | | | 0058 715-04612 448.500 m | 70.00000 31395.00| 54.50000 24443.25| PIPE ,FRAMEWORK, GALVANIZED STEEL, | | | 37.5MM | | | 0059 715-05171 7.000 m | 100.00000 700.00| 90.00000 630.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0060 715-05173 10.000 m | 140.00000 1400.00| 100.00000 1000.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0061 715-05175 26.000 m | 250.00000 6500.00| 111.00000 2886.00| PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0062 715-05177 12.000 m | 400.00000 4800.00| 123.00000 1476.00| PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0063 715-46010 2.000 EACH| 300.00000 600.00| 190.00000 380.00| PIPE END SECTION, 450 mm | | | 0064 715-46020 2.000 EACH| 350.00000 700.00| 250.00000 500.00| PIPE END SECTION, 600 mm | | | 0065 715-46030 2.000 EACH| 500.00000 1000.00| 360.00000 720.00| PIPE END SECTION, 750 mm | | | 0066 715-46040 2.000 EACH| 700.00000 1400.00| 425.00000 850.00| PIPE END SECTION, 900 mm | | | 0067 724-03855 21.500 m | 300.00000 6450.00| 525.00000 11287.50| EXPANSION JOINT, SLIDING PLATE | | | 0068 724-51881 15.900 m | 120.00000 1908.00| 52.50000 834.75| STRUCTURAL EXPANSION JOINT, BS2 | | | 0069 731-93946 25.870 m2 | 200.00000 5174.00| 210.00000 5432.70| WALL ERECTION | | | 0070 731-93947 17.000 m | 100.00000 1700.00| 150.00000 2550.00| LEVELING PAD, CONCRETE | | | 0071 801-06605 4.000 EACH| 150.00000 600.00| 100.00000 400.00| BARRICADE, IIIA | | | 0072 801-06606 4.000 EACH| 200.00000 800.00| 150.00000 600.00| BARRICADE, IIIB | | | 0073 801-06640 62.000 EACH| 180.00000 11160.00| 95.00000 5890.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 163 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,340,860.23 ROUTE : CALL ORDER : 163 CONTRACT ID : R -24424-B COUNTIES : WAYNE LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1636776 |(2) 35-0997978 | |LINKEL COMPANY |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 801-06645 4.000 EACH| 100.00000 400.00| 30.00000 120.00| CONSTRUCTION SIGN, B | | | 0075 801-06775 LUMP| 23652.20000 23652.20| 7500.00000 7500.00| MAINTAINING TRAFFIC , STRUCTURE NO. 1 | | | 0076 801-06775 LUMP| 25000.00000 25000.00| 1575.00000 1575.00| MAINTAINING TRAFFIC , STRUCTURE NO. 2 | | | 0077 801-06775 LUMP| 25000.00000 25000.00| 69365.00000 69365.00| MAINTAINING TRAFFIC , TRAIL | | | 0078 802-02489 97.500 m | 40.00000 3900.00| 30.00000 2925.00| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0079 802-03896 16.000 EACH| 300.00000 4800.00| 950.00000 15200.00| BOLLARD , CAST STONE | | | 0080 802-03896 1.000 EACH| 500.00000 500.00| 580.00000 580.00| BOLLARD , POST, DROP DOWN, STEEL | | | 0081 802-03896 4.000 EACH| 500.00000 2000.00| 185.00000 740.00| BOLLARD , POST, WOOD | | | 0082 802-04314 2.000 EACH| 1500.00000 3000.00| 4900.00000 9800.00| SIGN , ENTRANCE, CAST STONE/WOOD | | | 0083 802-04314 3.000 EACH| 1500.00000 4500.00| 4900.00000 14700.00| SIGN , INTERPRETIVE, CAST | | | STONE/FIBERGLASS | | | 0084 802-76020 2.233 m2 | 300.00000 669.90| 175.00000 390.78| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0085 802-76025 7.963 m2 | 300.00000 2388.90| 265.00000 2110.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 808-06713 67.100 m | 3.00000 201.30| 10.00000 671.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0087 808-06726 14.400 m | 18.00000 259.20| 10.00000 144.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0088 808-75056 12.000 m | 10.00000 120.00| 12.50000 150.00| TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 200 mm | | | 0089 808-97222 1.000 EACH| 200.00000 200.00| 100.00000 100.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 1,345,000.00| $ 1,379,586.06| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,345,000.00| $ 1,379,586.06| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 169 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 836,302.21 ROUTE : NH US 50 CALL ORDER : 169 CONTRACT ID : R -24428-A COUNTIES : MARTIN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 130 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0425011 0425011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1616373 OXLEY, SAM & COMPANY $ 779,079.06 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 785,050.50 100.7664% ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1418333 | |OXLEY, SAM & COMPANY |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 10.000 MOS | 1285.59000 12855.90| 900.00000 9000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 26500.00000 26500.00| 18000.00000 18000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 38570.00000 38570.00| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8800.00000 8800.00| 3200.00000 3200.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 2460.000 m2 | 2.44000 6002.40| 5.50000 13530.00| PAVEMENT, REMOVE | | | 0006 202-02271 1.000 EACH| 200.00000 200.00| 525.00000 525.00| HEADWALL, REMOVE | | | 0007 202-03000 LUMP| 3800.00000 3800.00| 9294.35000 9294.35| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0008 202-03000 LUMP| 3000.00000 3000.00| 1.00000 1.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0009 202-03000 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0010 202-03135 1.000 m2 | 1155.00000 1155.00| 3000.00000 3000.00| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0011 202-60821 1050.000 m2 | 3.25000 3412.50| 4.25000 4462.50| SURFACE MILLING, BITUMINOUS | | | 0012 202-74045 35.000 EACH| 42.40000 1484.00| 45.00000 1575.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 169 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 836,302.21 ROUTE : NH US 50 CALL ORDER : 169 CONTRACT ID : R -24428-A COUNTIES : MARTIN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1418333 | |OXLEY, SAM & COMPANY |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-91385 3.000 EACH| 300.00000 900.00| 175.00000 525.00| INLET, REMOVE | | | 0014 202-96133 112.500 m | 53.00000 5962.50| 30.00000 3375.00| PIPE, REMOVE | | | 0015 202-96151 LUMP| 3700.00000 3700.00| 540.00000 540.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0016 203-02000 3311.000 m3 | 4.50000 14899.50| 13.45000 44532.95| EXCAVATION, COMMON | | | 0017 205-02224 103.000 m | 7.38000 760.14| 7.00000 721.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02229 30.100 m | 14.68000 441.87| 14.00000 421.40| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0019 205-02234 1.000 EACH| 100.70000 100.70| 95.00000 95.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0020 205-02236 6.000 EACH| 84.80000 508.80| 80.00000 480.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02237 11.000 EACH| 74.20000 816.20| 70.00000 770.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 211-02050 100.000 m3 | 41.00000 4100.00| 26.00000 2600.00| B BORROW | | | 0023 211-02060 675.000 m3 | 31.75000 21431.25| 32.00000 21600.00| B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 120.300 Mg | 23.74000 2855.92| 16.00000 1924.80| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 303-52309 448.000 Mg | 18.55000 8310.40| 17.00000 7616.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0026 305-05204 63.300 Mg | 94.00000 5950.20| 100.00000 6330.00| HMA FOR PATCHING | | | 0027 402-05468 3771.000 Mg | 38.64000 145711.44| 44.00000 165924.00| HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05474 1276.000 Mg | 40.65000 51869.40| 49.00000 62524.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0029 402-05477 518.000 Mg | 49.30000 25537.40| 70.00000 36260.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0030 402-05481 85.000 Mg | 38.64000 3284.40| 71.00000 6035.00| HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 169 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 836,302.21 ROUTE : NH US 50 CALL ORDER : 169 CONTRACT ID : R -24428-A COUNTIES : MARTIN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1418333 | |OXLEY, SAM & COMPANY |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 405-05518 472.000 m2 | 1.10000 519.20| 1.75000 826.00| ASPHALT FOR PRIME COAT | | | 0032 406-05520 7.000 Mg | 212.00000 1484.00| 250.00000 1750.00| ASPHALT FOR TACK COAT | | | 0033 407-04348 472.000 m2 | 6.36000 3001.92| 2.75000 1298.00| SEAL COAT, 2 | | | 0034 604-06069 40.900 m2 | 60.00000 2454.00| 60.00000 2454.00| CURB RAMP, CONCRETE | | | 0035 604-06070 690.500 m2 | 32.00000 22096.00| 32.00000 22096.00| SIDEWALK, CONCRETE | | | 0036 605-06140 760.000 m | 34.50000 26220.00| 34.50000 26220.00| CURB AND GUTTER, CONCRETE | | | 0037 610-05527 662.000 Mg | 68.90000 45611.80| 50.00000 33100.00| HMA FOR APPROACHES | | | 0038 611-05332 287.000 m2 | 70.00000 20090.00| 70.00000 20090.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0039 616-06396 37.300 Mg | 26.00000 969.80| 26.00000 969.80| RIPRAP | | | 0040 621-01004 3.000 EACH| 726.00000 2178.00| 660.00000 1980.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06559 1940.000 m2 | 0.85000 1649.00| 0.80000 1552.00| MULCHED SEEDING, R | | | 0042 621-06575 2644.000 m2 | 4.00000 10576.00| 3.75000 9915.00| SODDING, NURSERY | | | 0043 702-44240 2.370 m3 | 357.00000 846.09| 357.00000 846.09| CONCRETE, A, STRUCTURES | | | 0044 702-90915 8.100 m3 | 400.00000 3240.00| 910.00000 7371.00| CONCRETE, A | | | 0045 706-01268 20.100 m | 267.13000 5369.31| 252.00000 5065.20| HANDRAIL, ALUMINUM | | | 0046 714-02802 110.000 m2 | 352.00000 38720.00| 75.00000 8250.00| RETAINING WALL, PRECAST CONCRETE UNITS | | | 0047 715-05021 16.600 m | 78.69000 1306.25| 79.00000 1311.40| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0048 715-05048 475.000 m | 13.10000 6222.50| 13.10000 6222.50| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0049 715-05149 202.000 m | 40.00000 8080.00| 40.00000 8080.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0050 715-05151 195.300 m | 50.00000 9765.00| 50.00000 9765.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 169 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 836,302.21 ROUTE : NH US 50 CALL ORDER : 169 CONTRACT ID : R -24428-A COUNTIES : MARTIN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1418333 | |OXLEY, SAM & COMPANY |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-05154 13.500 m | 112.00000 1512.00| 112.00000 1512.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0052 715-46000 1.000 EACH| 200.00000 200.00| 200.00000 200.00| PIPE END SECTION, 300 mm | | | 0053 715-46005 2.000 EACH| 300.00000 600.00| 300.00000 600.00| PIPE END SECTION, 375 mm | | | 0054 715-46020 1.000 EACH| 325.00000 325.00| 325.00000 325.00| PIPE END SECTION, 600 mm | | | 0055 718-52610 107.400 m3 | 33.45000 3592.53| 33.50000 3597.90| AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 1140.000 m2 | 1.50000 1710.00| 1.50000 1710.00| GEOTEXTILES FOR UNDERDRAIN | | | 0057 720-44000 5.000 EACH| 290.00000 1450.00| 290.00000 1450.00| CASTING, ADJUST TO GRADE | | | 0058 720-44025 1.000 EACH| 500.00000 500.00| 500.00000 500.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0059 720-45035 1.000 EACH| 1600.00000 1600.00| 1500.00000 1500.00| INLET, F7 | | | 0060 720-45045 5.000 EACH| 1200.00000 6000.00| 1200.00000 6000.00| INLET, J10 | | | 0061 720-45235 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| CATCH BASIN, E7 | | | 0062 720-45240 1.000 EACH| 1750.00000 1750.00| 1750.00000 1750.00| CATCH BASIN, J10 | | | 0063 720-45250 3.000 EACH| 1500.00000 4500.00| 1500.00000 4500.00| CATCH BASIN, K10 | | | 0064 720-45251 3.000 EACH| 2000.00000 6000.00| 2000.00000 6000.00| CATCH BASIN, K10, MODIFIED | | | 0065 720-45410 5.000 EACH| 1400.00000 7000.00| 1400.00000 7000.00| MANHOLE, C4 | | | 0066 720-45415 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| MANHOLE, D4 | | | 0067 720-91352 1.000 EACH| 1150.00000 1150.00| 1150.00000 1150.00| CATCH BASIN, F7 | | | 0068 731-93946 110.000 m2 | 140.00000 15400.00| 240.00000 26400.00| WALL ERECTION | | | 0069 731-93947 75.500 m | 22.73000 1716.12| 21.00000 1585.50| LEVELING PAD, CONCRETE | | | 0070 801-04308 5.000 EACH| 371.00000 1855.00| 350.00000 1750.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0071 801-06207 4684.000 m | 3.45000 16159.80| 3.25000 15223.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 169 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 836,302.21 ROUTE : NH US 50 CALL ORDER : 169 CONTRACT ID : R -24428-A COUNTIES : MARTIN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1418333 | |OXLEY, SAM & COMPANY |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-06606 24.000 EACH| 265.00000 6360.00| 250.00000 6000.00| BARRICADE, IIIB | | | 0073 801-06625 20.000 EACH| 104.00000 2080.00| 98.00000 1960.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 30.000 EACH| 137.80000 4134.00| 130.00000 3900.00| CONSTRUCTION SIGN, A | | | 0075 801-06710 120.000 DAY | 21.20000 2544.00| 20.00000 2400.00| FLASHING ARROW SIGN | | | 0076 801-06775 LUMP| 32256.00000 32256.00| 28000.00000 28000.00| MAINTAINING TRAFFIC | | | 0077 802-05701 157.600 m | 35.70000 5626.32| 33.70000 5311.12| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0078 802-05702 13.200 m | 35.00000 462.00| 32.70000 431.64| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0079 802-76025 22.460 m2 | 250.00000 5615.00| 236.00000 5300.56| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0080 802-76035 3.640 m2 | 261.00000 950.04| 245.64000 894.13| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0081 805-02056 1.000 EACH| 1908.00000 1908.00| 1280.00000 1280.00| SPAN AND CATENARY FOR FLASHER | | | 0082 805-06592 20.000 m | 32.00000 640.00| 40.00000 800.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0083 805-78010 1.000 EACH| 920.00000 920.00| 906.25000 906.25| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0084 805-78190 4.000 EACH| 285.00000 1140.00| 276.00000 1104.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0085 805-78195 4.000 EACH| 285.00000 1140.00| 276.00000 1104.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0086 805-78445 1.000 EACH| 460.00000 460.00| 448.00000 448.00| SIGNAL SERVICE | | | 0087 805-78467 20.000 m | 4.88000 97.60| 5.00000 100.00| SIGNAL CABLE, 3C 8GA. | | | 0088 805-78480 44.000 m | 2.20000 96.80| 2.99000 131.56| SIGNAL CABLE, 3C 14GA. | | | 0089 805-78485 15.000 m | 2.78000 41.70| 3.64000 54.60| SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 169 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 836,302.21 ROUTE : NH US 50 CALL ORDER : 169 CONTRACT ID : R -24428-A COUNTIES : MARTIN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1418333 | |OXLEY, SAM & COMPANY |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 805-78906 2.000 EACH| 1717.00000 3434.00| 1575.00000 3150.00| SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0091 805-81032 2.000 EACH| 3142.00000 6284.00| 3120.00000 6240.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0092 808-06703 80.000 m | 1.36000 108.80| 1.28000 102.40| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0093 808-06713 249.000 m | 1.04000 258.96| 0.98000 244.02| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0094 808-06716 480.000 m | 3.20000 1536.00| 3.00000 1440.00| LINE, REMOVE | | | 0095 808-75245 959.000 m | 1.25000 1198.75| 1.18000 1131.62| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0096 808-75260 104.000 m | 6.60000 686.40| 6.23000 647.92| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0097 808-75297 43.000 m | 13.56000 583.08| 12.79000 549.97| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0098 808-75300 147.000 m | 2.71000 398.37| 2.56000 376.32| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0099 808-75320 2.000 EACH| 55.00000 110.00| 50.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0100 808-75325 1.000 EACH| 70.00000 70.00| 65.00000 65.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 779,079.06| $ 785,050.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 779,079.06| $ 785,050.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,406,590.34 ROUTE : I-80 CALL ORDER : 171 CONTRACT ID : R -24429-A COUNTIES : LAKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/17/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 8011544 2201029 8011544 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 6,859,965.73 100.0000% 2 35-1106884 ELLAS CONSTRUCTION CO $ 6,874,402.99 100.2104% 3 99-9992907 RIETH RILEY/SUPERIOR J/V $ 7,797,146.58 113.6615% ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION CO |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE CONSTRUCTION, STR. NO. I-80-05-7833, CONTINUOUS COMPOSITE STEEL BEAM | | | 0001 105-01925 18.000 MOS | 1700.00000 30600.00| 1300.00000 23400.00| 1200.00000 21600.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 185790.00000 185790.00| 250000.00000 250000.00| 85000.00000 85000.00 CONSTRUCTION ENGINEERING | | | 0003 108-01614 LUMP| 7800.00000 7800.00| 7800.00000 7800.00| 10000.00000 10000.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 340000.00000 340000.00| 338000.00000 338000.00| 390000.00000 390000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 68000.00000 68000.00| 66000.00000 66000.00| 326000.00000 326000.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 13235.000 SYS | 4.63000 61278.05| 4.08000 53998.80| 6.20000 82057.00 PAVEMENT, REMOVE | | | 0007 202-74040 5.000 EACH| 190.00000 950.00| 190.00000 950.00| 150.00000 750.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0008 202-74045 19.000 EACH| 15.00000 285.00| 15.00000 285.00| 50.00000 950.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-74055 1.000 EACH| 1680.00000 1680.00| 1680.00000 1680.00| 2500.00000 2500.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0010 202-74080 3.000 EACH| 680.00000 2040.00| 680.00000 2040.00| 1800.00000 5400.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0011 202-82065 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 350.00000 700.00 SIGN CIRCUITRY, BOX TRUSS, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,406,590.34 ROUTE : I-80 CALL ORDER : 171 CONTRACT ID : R -24429-A COUNTIES : LAKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION CO |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-82066 3.000 EACH| 95.00000 285.00| 95.00000 285.00| 350.00000 1050.00 SIGN CIRCUITRY, CANTILEVERS, REMOVE | | | 0013 202-93763 11.000 EACH| 450.00000 4950.00| 220.00000 2420.00| 350.00000 3850.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0014 202-95579 1.000 EACH| 50.00000 50.00| 50.00000 50.00| 250.00000 250.00 SERVICE POINT, REMOVE | | | 0015 203-02000 67591.000 CYS | 11.90000 804332.90| 4.00000 270364.00| 7.40000 500173.40 EXCAVATION, COMMON | | | 0016 203-02045 2464.000 CYS | 3.41000 8402.24| 3.00000 7392.00| 6.85000 16878.40 EXCAVATION FOR SUBGRADE TREATMENT | | | 0017 203-02070 114136.000 CYS | 0.50000 57068.00| 8.10000 924501.60| 8.70000 992983.20 BORROW | | | 0018 205-02229 2633.000 LFT | 2.50000 6582.50| 2.50000 6582.50| 2.50000 6582.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0019 205-02231 1195.000 LFT | 20.73000 24772.35| 20.00000 23900.00| 15.50000 18522.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0020 205-02234 5.000 EACH| 75.00000 375.00| 75.00000 375.00| 75.00000 375.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0021 205-02236 2.000 EACH| 75.00000 150.00| 75.00000 150.00| 75.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0022 206-51225 369.000 CYS | 60.00000 22140.00| 11.90000 4391.10| 18.00000 6642.00 EXCAVATION, DRY | | | 0023 206-51817 10548.000 SFT | 23.79000 250936.92| 30.60000 322768.80| 25.00000 263700.00 SHEET PILING, STEEL | | | 0024 211-02060 4373.000 CYS | 18.00000 78714.00| 13.50000 59035.50| 17.00000 74341.00 B BORROW FOR STRUCTURE BACKFILL | | | 0026 303-52308 10756.000 TON | 8.25000 88737.00| 8.85000 95190.60| 12.25000 131761.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0027 304-04403 7215.000 CYS | 20.33000 146680.95| 25.00000 180375.00| 30.00000 216450.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0028 305-05206 1422.000 TON | 57.00000 81054.00| 32.50000 46215.00| 34.00000 48348.00 WIDENING WITH HMA | | | 0029 402-05468 1360.000 TON | 30.00000 40800.00| 33.00000 44880.00| 32.00000 43520.00 HMA BASE 25.0 mm, MAINLINE | | | 0030 402-05474 271.000 TON | 50.00000 13550.00| 39.00000 10569.00| 31.00000 8401.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0031 402-05477 446.000 TON | 40.00000 17840.00| 52.00000 23192.00| 38.00000 16948.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,406,590.34 ROUTE : I-80 CALL ORDER : 171 CONTRACT ID : R -24429-A COUNTIES : LAKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION CO |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 402-05481 107.000 TON | 51.00000 5457.00| 64.00000 6848.00| 30.00000 3210.00 HMA BASE 25.0 mm, SHOULDER | | | 0033 409-04375 4.000 TON | 680.00000 2720.00| 350.00000 1400.00| 550.00000 2200.00 BITUMINOUS MATERIAL FOR TACK COAT | | | 0034 501-04473 13751.000 SYS | 38.00000 522538.00| 36.70000 504661.70| 35.00000 481285.00 CEMENT CONCRETE PAVEMENT, PLAIN, 15 IN. | | | 0035 501-05181 22650.000 SYS | 28.25000 639862.50| 31.40000 711210.00| 30.40000 688560.00 CEMENT CONCRETE PAVEMENT, PLAIN, 11 IN. | | | 0036 501-05240 13902.000 LFT | 8.00000 111216.00| 8.90000 123727.80| 11.00000 152922.00 CONTRACTION JOINT, D1 | | | 0037 501-05310 160.000 LFT | 100.00000 16000.00| 100.00000 16000.00| 85.00000 13600.00 TERMINAL JOINT | | | 0038 601-04746 6.000 EACH| 7354.11000 44124.66| 7100.00000 42600.00| 2500.00000 15000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0040 601-06246 1.000 EACH| 27775.00000 27775.00| 28000.00000 28000.00| 32100.00000 32100.00 IMPACT ATTENUATOR, R2, W1, 70 mph | | | 0041 601-94689 3.000 EACH| 3165.00000 9495.00| 3165.00000 9495.00| 3400.00000 10200.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 412.500 LFT | 25.00000 10312.50| 20.00000 8250.00| 11.00000 4537.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 602-01064 1904.000 LFT | 35.00000 66640.00| 46.30000 88155.20| 25.00000 47600.00 BARRIER, CONCRETE | | | 0044 602-06639 610.000 LFT | 30.00000 18300.00| 16.00000 9760.00| 23.00000 14030.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0045 602-06646 5211.000 LFT | 22.00000 114642.00| 14.70000 76601.70| 15.00000 78165.00 TEMPORARY CONCRETE BARRIER | | | 0046 602-06729 135.000 EACH| 6.00000 810.00| 5.00000 675.00| 6.80000 918.00 BARRIER DELINEATOR | | | 0047 603-06045 4553.000 LFT | 8.50000 38700.50| 8.00000 36424.00| 8.10000 36879.30 FENCE, CHAIN LINK, 48 IN. | | | 0048 610-06258 806.000 SYS | 60.00000 48360.00| 54.00000 43524.00| 50.00000 40300.00 REINFORCED CONCRETE BRIDGE APPROACH,11 | | | IN. | | | 0049 616-02320 157.000 SYS | 1.50000 235.50| 2.50000 392.50| 4.50000 706.50 GEOTEXTILES | | | 0050 616-06405 95.000 TON | 30.00000 2850.00| 22.00000 2090.00| 60.00000 5700.00 RIPRAP, REVETMENT | | | 0051 621-01004 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-06545 8.000 TON | 472.00000 3776.00| 472.00000 3776.00| 472.00000 3776.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,406,590.34 ROUTE : I-80 CALL ORDER : 171 CONTRACT ID : R -24429-A COUNTIES : LAKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION CO |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 621-06548 36.000 LBS | 20.00000 720.00| 20.00000 720.00| 20.00000 720.00 SEED MIXTURE, CV | | | 0054 621-06554 2910.000 LBS | 3.60000 10476.00| 3.60000 10476.00| 3.60000 10476.00 SEED MIXTURE, U | | | 0055 621-06565 39.000 TON | 363.00000 14157.00| 363.00000 14157.00| 363.00000 14157.00 MULCHING MATERIAL | | | 0056 621-06567 18.000 MG | 2.00000 36.00| 2.00000 36.00| 2.00000 36.00 WATER | | | 0057 621-06574 4290.000 SYS | 2.60000 11154.00| 2.60000 11154.00| 2.60000 11154.00 SODDING | | | 0058 701-90976 75570.000 LBS | 0.53000 40052.10| 0.55000 41563.50| 0.75000 56677.50 REINFORCING STEEL, GRADE 60 | | | 0059 701-98647 8865.000 LFT | 19.45000 172424.25| 26.50000 234922.50| 28.00000 248220.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0060 702-44240 0.100 CYS | 3000.00000 300.00| 2000.00000 200.00| 10000.00000 1000.00 CONCRETE, A, STRUCTURES | | | 0061 702-51005 302.500 CYS | 500.00000 151250.00| 400.00000 121000.00| 500.00000 151250.00 CONCRETE, A, SUBSTRUCTURE | | | 0062 702-51015 121.900 CYS | 280.00000 34132.00| 400.00000 48760.00| 500.00000 60950.00 CONCRETE, B, FOOTINGS | | | 0063 702-90915 583.000 CYS | 450.00000 262350.00| 360.00000 209880.00| 500.00000 291500.00 CONCRETE, A | | | 0064 703-96177 153540.000 LBS | 0.60000 92124.00| 0.66000 101336.40| 0.80000 122832.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0065 704-05892 548.600 CYS | 500.00000 274300.00| 335.00000 183781.00| 600.00000 329160.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0066 704-51002 54.000 CYS | 475.00000 25650.00| 600.00000 32400.00| 500.00000 27000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0067 706-51020 102.000 CYS | 440.00000 44880.00| 335.00000 34170.00| 500.00000 51000.00 CONCRETE, C, RAILING | | | 0068 709-51821 LUMP| 6279.07000 6279.07| 5570.00000 5570.00| 5560.00000 5560.00 SURFACE SEAL , STR. NO. 1 | | | 0069 709-51821 LUMP| 7245.09000 7245.09| 6500.00000 6500.00| 6480.00000 6480.00 SURFACE SEAL , STR. NO. 2 | | | 0070 711-04121 52.000 EACH| 97.94000 5092.88| 18.00000 936.00| 35.00000 1820.00 ANCHOR BOLT, AB1 | | | 0071 711-51038 LUMP| 300000.00000 300000.00| 200000.00000 200000.00| 200000.00000 200000.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0072 711-51038 LUMP| 280000.00000 280000.00| 235000.00000 235000.00| 267000.00000 267000.00 STRUCTURAL STEEL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,406,590.34 ROUTE : I-80 CALL ORDER : 171 CONTRACT ID : R -24429-A COUNTIES : LAKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION CO |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 711-51070 52.000 EACH| 40.88000 2125.76| 25.00000 1300.00| 40.00000 2080.00 ANCHOR PLATE, AP 1 | | | 0074 715-01027 24.000 LFT | 43.02000 1032.48| 50.00000 1200.00| 52.00000 1248.00 PIPE, GROUP A, 30 IN. | | | 0075 715-01030 162.000 LFT | 180.00000 29160.00| 110.00000 17820.00| 120.00000 19440.00 PIPE, GROUP A, 66 IN. | | | 0076 715-04475 242.000 LFT | 52.05000 12596.10| 57.00000 13794.00| 57.00000 13794.00 PIPE, GROUP A, 36 IN. | | | 0077 715-44255 14741.000 LFT | 3.21000 47318.61| 2.45000 36115.45| 4.50000 66334.50 PIPE, GROUP K, 6 IN. | | | 0078 715-46000 17.000 EACH| 194.01000 3298.17| 163.50000 2779.50| 575.00000 9775.00 PIPE END SECTION, 12 IN. | | | 0079 715-46005 17.000 EACH| 209.01000 3553.17| 178.50000 3034.50| 600.00000 10200.00 PIPE END SECTION, 15 IN. | | | 0080 715-46010 4.000 EACH| 227.00000 908.00| 200.00000 800.00| 650.00000 2600.00 PIPE END SECTION, 18 IN. | | | 0081 715-46030 1.000 EACH| 431.98000 431.98| 370.00000 370.00| 800.00000 800.00 PIPE END SECTION, 30 IN. | | | 0082 715-46040 4.000 EACH| 488.00000 1952.00| 535.00000 2140.00| 1235.00000 4940.00 PIPE END SECTION, 36 IN. | | | 0083 715-97141 1913.000 LFT | 15.61000 29861.93| 15.00000 28695.00| 12.00000 22956.00 PIPE, PVC OUTLET, SCHEDULE 40, 6 IN. | | | 0084 715-99371 882.000 LFT | 35.00000 30870.00| 20.70000 18257.40| 33.00000 29106.00 PIPE, GROUP A, 15 IN. | | | 0085 715-99372 418.000 LFT | 40.00000 16720.00| 23.40000 9781.20| 35.00000 14630.00 PIPE, GROUP A, 18 IN. | | | 0086 715-99373 62.000 LFT | 32.00000 1984.00| 39.00000 2418.00| 38.00000 2356.00 PIPE, GROUP A, 24 IN. | | | 0087 715-99394 1383.000 LFT | 20.00000 27660.00| 18.20000 25170.60| 29.00000 40107.00 PIPE, GROUP A, 12 IN. | | | 0088 716-99066 2326.000 LFT | 4.00000 9304.00| 4.00000 9304.00| 10.00000 23260.00 PIPE CLEANING | | | 0089 718-52610 1275.000 CYS | 15.00000 19125.00| 30.50000 38887.50| 26.00000 33150.00 AGGREGATE FOR UNDERDRAINS | | | 0090 718-99153 11815.000 SYS | 1.20000 14178.00| 0.75000 8861.25| 1.00000 11815.00 GEOTEXTILES FOR UNDERDRAIN | | | 0091 719-94646 60.000 EACH| 250.00000 15000.00| 235.50000 14130.00| 500.00000 30000.00 OUTLET PROTECTOR | | | 0092 720-44000 2.000 EACH| 380.00000 760.00| 250.00000 500.00| 450.00000 900.00 CASTING, ADJUST TO GRADE | | | 0093 720-45075 1.000 EACH| 1450.00000 1450.00| 1300.00000 1300.00| 1750.00000 1750.00 INLET, R13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,406,590.34 ROUTE : I-80 CALL ORDER : 171 CONTRACT ID : R -24429-A COUNTIES : LAKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION CO |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 720-45141 5.000 EACH| 2800.00000 14000.00| 1915.00000 9575.00| 3500.00000 17500.00 INLET, H5, MODIFIED | | | 0095 720-94847 2.000 EACH| 1925.00000 3850.00| 1400.00000 2800.00| 2100.00000 4200.00 INLET, R13, MODIFIED | | | 0096 720-94906 1.000 EACH| 1000.00000 1000.00| 1400.00000 1400.00| 2200.00000 2200.00 INLET, X5 | | | 0097 720-96031 10.000 EACH| 2000.00000 20000.00| 1500.00000 15000.00| 1950.00000 19500.00 INLET, X5, MODIFIED | | | 0098 720-96995 16.000 EACH| 405.93000 6494.88| 200.00000 3200.00| 280.00000 4480.00 CLEAN INLET | | | 0099 720-99303 3.000 EACH| 100.00000 300.00| 175.00000 525.00| 900.00000 2700.00 CLEANOUT PROTECTORS | | | 0100 728-98377 LUMP| 2415.03000 2415.03| 2750.00000 2750.00| 2780.00000 2780.00 MASONRY COATING , STR. NO. 1 | | | 0101 728-98377 LUMP| 2415.03000 2415.03| 2880.00000 2880.00| 2880.00000 2880.00 MASONRY COATING , STR. NO. 2 | | | 0102 730-02629 1.000 EACH| 1378.61000 1378.61| 570.00000 570.00| 750.00000 750.00 SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0103 731-93945 5941.000 SFT | 15.50000 92085.50| 16.50000 98026.50| 16.50000 98026.50 FACE PANELS, CONCRETE | | | 0104 731-93946 5941.000 SFT | 25.00000 148525.00| 22.00000 130702.00| 10.00000 59410.00 WALL ERECTION | | | 0105 731-93947 357.000 LFT | 12.00000 4284.00| 36.25000 12941.25| 20.00000 7140.00 LEVELING PAD, CONCRETE | | | 0106 801-06207 27093.000 LFT | 1.00000 27093.00| 0.80000 21674.40| 0.80000 21674.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0108 801-06640 21.000 EACH| 152.30000 3198.30| 125.00000 2625.00| 125.00000 2625.00 CONSTRUCTION SIGN, A | | | 0109 801-06710 270.000 DAY | 25.00000 6750.00| 18.00000 4860.00| 18.00000 4860.00 FLASHING ARROW SIGN | | | 0110 801-06775 LUMP| 180000.00000 180000.00| 25640.00000 25640.00| 61822.00000 61822.00 MAINTAINING TRAFFIC | | | 0111 802-02293 146.730 CYS | 330.00000 48420.90| 330.00000 48420.90| 278.00000 40790.94 CONCRETE, SIGN FOUNDATION | | | 0112 802-05701 19.500 LFT | 6.00000 117.00| 6.00000 117.00| 10.00000 195.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0113 802-05702 94.000 LFT | 4.00000 376.00| 4.00000 376.00| 12.00000 1128.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,406,590.34 ROUTE : I-80 CALL ORDER : 171 CONTRACT ID : R -24429-A COUNTIES : LAKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION CO |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 802-76015 1678.000 SFT | 13.80000 23156.40| 14.00000 23492.00| 14.25000 23911.50 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0115 802-76025 106.000 SFT | 11.20000 1187.20| 11.00000 1166.00| 9.75000 1033.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0116 802-76035 64.000 SFT | 12.50000 800.00| 12.50000 800.00| 14.00000 896.00 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0117 802-76095 328.000 LBS | 2.60000 852.80| 2.60000 852.80| 3.50000 1148.00 STRUCTURAL STEEL, BREAKAWAY | | | 0118 803-02310 7052.000 LBS | 1.00000 7052.00| 1.00000 7052.00| 2.50000 17630.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0119 803-76110 3.000 EACH| 22100.00000 66300.00| 22100.00000 66300.00| 25000.00000 75000.00 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0120 803-76140 2.000 EACH| 12900.00000 25800.00| 12900.00000 25800.00| 14100.00000 28200.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0121 803-76170 105.500 LFT | 130.00000 13715.00| 130.00000 13715.00| 125.00000 13187.50 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0122 803-76175 32.000 LFT | 140.00000 4480.00| 140.00000 4480.00| 125.00000 4000.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0123 803-76205 1.000 EACH| 1250.00000 1250.00| 1250.00000 1250.00| 1200.00000 1200.00 SIGN MODIFICATION (OVERHEAD) | | | 0124 803-93388 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00 BARRIER WALL SIGN BRACKET ASSEMBLY, | | | MEDIAN | | | 0125 805-06592 482.000 LFT | 10.00000 4820.00| 10.00000 4820.00| 10.00000 4820.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0126 805-86810 1.000 EACH| 4200.00000 4200.00| 4200.00000 4200.00| 2500.00000 2500.00 SERVICE POINT, II | | | 0127 805-86889 1665.000 LFT | 0.30000 499.50| 0.30000 499.50| 0.50000 832.50 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0128 805-86910 18.000 EACH| 32.00000 576.00| 32.00000 576.00| 25.00000 450.00 CONNECTOR KIT, UNFUSED | | | 0129 805-86915 23.000 EACH| 37.00000 851.00| 37.00000 851.00| 25.00000 575.00 CONNECTOR KIT, FUSED | | | 0130 805-86920 42.000 EACH| 15.00000 630.00| 15.00000 630.00| 15.00000 630.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,406,590.34 ROUTE : I-80 CALL ORDER : 171 CONTRACT ID : R -24429-A COUNTIES : LAKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION CO |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 805-86930 35.000 EACH| 15.00000 525.00| 15.00000 525.00| 10.00000 350.00 INSULATING LINK, NOT WATERPROOFED | | | 0132 805-98335 4260.000 LFT | 3.00000 12780.00| 3.00000 12780.00| 3.50000 14910.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0133 807-02428 13.000 EACH| 500.00000 6500.00| 500.00000 6500.00| 550.00000 7150.00 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0134 807-82003 1.000 EACH| 690.00000 690.00| 690.00000 690.00| 600.00000 600.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0135 807-82004 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| 750.00000 1500.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0136 807-82017 2.000 EACH| 370.00000 740.00| 370.00000 740.00| 450.00000 900.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0137 807-84752 2.000 EACH| 1250.00000 2500.00| 1250.00000 2500.00| 1175.00000 2350.00 LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0138 807-84804 1.000 EACH| 1120.00000 1120.00| 1120.00000 1120.00| 1200.00000 1200.00 LIGHT POLE, 42 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0139 807-84814 9.000 EACH| 1150.00000 10350.00| 1150.00000 10350.00| 1250.00000 11250.00 LIGHT POLE, 42 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0140 807-84856 1.000 EACH| 1280.00000 1280.00| 1280.00000 1280.00| 1300.00000 1300.00 LIGHT POLE, 44 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0141 807-86620 13.000 EACH| 260.00000 3380.00| 260.00000 3380.00| 250.00000 3250.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0142 807-86790 20.000 EACH| 380.00000 7600.00| 380.00000 7600.00| 350.00000 7000.00 LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0143 807-86950 18.000 EACH| 25.00000 450.00| 25.00000 450.00| 40.00000 720.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0144 807-86955 1.000 EACH| 140.00000 140.00| 140.00000 140.00| 100.00000 100.00 CABLE DUCT MARKER | | | 0145 808-05534 4260.000 LFT | 1.08000 4600.80| 1.35000 5751.00| 1.07000 4558.20 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 171 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,406,590.34 ROUTE : I-80 CALL ORDER : 171 CONTRACT ID : R -24429-A COUNTIES : LAKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION CO |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 808-06713 12150.000 LFT | 0.18000 2187.00| 0.18000 2187.00| 0.18000 2187.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0147 808-06714 11208.000 LFT | 0.18000 2017.44| 0.18000 2017.44| 0.18000 2017.44 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0148 808-06716 12428.000 LFT | 0.45000 5592.60| 0.45000 5592.60| 0.45000 5592.60 LINE, REMOVE | | | 0149 808-74811 4260.000 LFT | 0.67000 2854.20| 0.75000 3195.00| 0.67000 2854.20 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0150 808-91662 550.000 LFT | 3.45000 1897.50| 3.45000 1897.50| 3.45000 1897.50 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0151 202-60820 5807.000 SYS | 1.64000 9523.48| 2.50000 14517.50| 2.50000 14517.50 SURFACE MILLING, ASPHALT | | | 0152 501-02673 968.000 SYS | 20.80000 20134.40| 25.00000 24200.00| 55.00000 53240.00 CEMENT CONCRETE BASE, PLAIN, 9 IN. | | | 0153 602-06639 520.000 LFT | 18.00000 9360.00| 26.00000 13520.00| 36.00000 18720.00 TEMPORARY CONCRETE BARRIER, ANCHORED , | | | LEAVE IN PLACE | | | SECTION TOTALS | $ 6,859,965.73| $ 6,874,402.99| $ 7,797,146.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,859,965.73| $ 6,874,402.99| $ 7,797,146.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 173 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,263,136.37 ROUTE : US 421 CALL ORDER : 173 CONTRACT ID : R -24430-A COUNTIES : CARROLL LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1116003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,093,089.74 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,134,658.12 103.8028% 3 35-1212938 ATLAS EXCAVATING, INC. $ 1,159,203.57 106.0483% 4 35-1167376 KEISER & KEISER CONTRACTORS $ 1,222,422.80 111.8318% 5 35-1325036 DEICHMAN EXCAVATING CO $ 1,360,295.27 124.4449% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE, REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1500.00000 18000.00| 1500.00000 18000.00| 1800.00000 21600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 23000.00000 23000.00| 20000.00000 20000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 60000.00000 60000.00| 51000.00000 51000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22000.00000 22000.00| 16500.00000 16500.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 2000.00000 2000.00| 12000.00000 12000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0006 202-51328 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| 7000.00000 7000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0007 202-60820 509.000 m2 | 5.00000 2545.00| 6.00000 3054.00| 6.50000 3308.50 SURFACE MILLING, ASPHALT | | | 0008 202-78515 LUMP| 1000.00000 1000.00| 1200.00000 1200.00| 800.00000 800.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 1635.000 m3 | 30.00000 49050.00| 8.25000 13488.75| 9.00000 14715.00 EXCAVATION, COMMON | | | 0010 203-02055 146.000 m3 | 18.00000 2628.00| 15.00000 2190.00| 16.00000 2336.00 EMBANKMENT , TEMPORARY | | | 0011 203-02070 7238.000 m3 | 15.00000 108570.00| 15.00000 108570.00| 22.50000 162855.00 BORROW | | | 0012 205-02224 1030.000 m | 6.00000 6180.00| 4.50000 4635.00| 5.50000 5665.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 173 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,263,136.37 ROUTE : US 421 CALL ORDER : 173 CONTRACT ID : R -24430-A COUNTIES : CARROLL LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02229 12.000 m | 13.00000 156.00| 45.00000 540.00| 55.00000 660.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02234 3.000 EACH| 90.00000 270.00| 325.00000 975.00| 75.00000 225.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 4.000 EACH| 90.00000 360.00| 500.00000 2000.00| 75.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 211-02060 2232.500 m3 | 12.00000 26790.00| 16.00000 35720.00| 23.00000 51347.50 B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 468.000 m3 | 80.00000 37440.00| 125.00000 58500.00| 110.00000 51480.00 FLOWABLE MORTAR | | | 0018 303-52308 2020.100 Mg | 20.00000 40402.00| 15.00000 30301.50| 17.00000 34341.70 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05468 1450.000 Mg | 34.00000 49300.00| 41.50000 60175.00| 39.00000 56550.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 1940.000 Mg | 36.00000 69840.00| 40.25000 78085.00| 40.00000 77600.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 649.000 Mg | 50.00000 32450.00| 52.50000 34072.50| 45.00000 29205.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 566.000 Mg | 40.00000 22640.00| 44.00000 24904.00| 42.00000 23772.00 HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05490 157.200 Mg | 60.00000 9432.00| 75.00000 11790.00| 56.00000 8803.20 HMA SURFACE 9.5 mm, SHOULDER | | | 0024 404-05511 443.000 m2 | 5.00000 2215.00| 11.00000 4873.00| 8.50000 3765.50 SEAL COAT, 2 | | | 0025 405-05517 10.400 Mg | 450.00000 4680.00| 350.00000 3640.00| 450.00000 4680.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 4.100 Mg | 300.00000 1230.00| 700.00000 2870.00| 950.00000 3895.00 ASPHALT FOR TACK COAT | | | 0027 601-01700 4.000 EACH| 1800.00000 7200.00| 1790.00000 7160.00| 1500.00000 6000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-02103 55.590 m | 50.00000 2779.50| 46.00000 2557.14| 43.00000 2390.37 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0029 601-02636 15.240 m | 85.00000 1295.40| 78.00000 1188.72| 55.00000 838.20 GUARDRAIL, W BEAM, NESTED | | | 0030 601-06037 7.000 EACH| 900.00000 6300.00| 750.00000 5250.00| 530.00000 3710.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 173 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,263,136.37 ROUTE : US 421 CALL ORDER : 173 CONTRACT ID : R -24430-A COUNTIES : CARROLL LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-99105 1154.430 m | 35.00000 40405.05| 34.00000 39250.62| 35.00000 40405.05 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06646 78.000 m | 80.00000 6240.00| 66.00000 5148.00| 125.00000 9750.00 TEMPORARY CONCRETE BARRIER | | | 0033 605-06120 128.000 m | 50.00000 6400.00| 52.00000 6656.00| 58.55000 7494.40 CURB, CONCRETE | | | 0034 605-06140 137.000 m | 55.00000 7535.00| 50.00000 6850.00| 60.55000 8295.35 CURB AND GUTTER, CONCRETE | | | 0035 610-05527 171.100 Mg | 70.00000 11977.00| 64.00000 10950.40| 65.00000 11121.50 HMA FOR APPROACHES | | | 0036 615-06490 6.000 EACH| 100.00000 600.00| 125.00000 750.00| 120.00000 720.00 RIGHT OF WAY MARKER | | | 0037 616-02320 101.000 m2 | 2.00000 202.00| 7.00000 707.00| 4.50000 454.50 GEOTEXTILES | | | 0038 621-01004 2.000 EACH| 400.00000 800.00| 800.00000 1600.00| 325.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.100 Mg | 800.00000 880.00| 450.00000 495.00| 650.00000 715.00 FERTILIZER | | | 0040 621-06548 7.000 kg | 55.00000 385.00| 65.00000 455.00| 46.00000 322.00 SEED MIXTURE, CV | | | 0041 621-06553 225.000 kg | 4.00000 900.00| 22.00000 4950.00| 3.50000 787.50 SEED MIXTURE, R | | | 0042 621-06574 122.000 m2 | 8.00000 976.00| 8.00000 976.00| 6.50000 793.00 SODDING | | | 0043 621-06575 479.000 m2 | 8.00000 3832.00| 8.00000 3832.00| 6.50000 3113.50 SODDING, NURSERY | | | 0044 621-98503 5.300 Mg | 600.00000 3180.00| 550.00000 2915.00| 500.00000 2650.00 MULCH MATERIAL | | | 0045 622-52436 27.000 EACH| 25.00000 675.00| 25.00000 675.00| 22.00000 594.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 702-04325 LUMP| 30000.00000 30000.00| 50000.00000 50000.00| 101000.00000 101000.00 TEMPORARY SHORING | | | 0047 702-51005 9.100 m3 | 1100.00000 10010.00| 455.00000 4140.50| 700.00000 6370.00 CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51015 74.800 m3 | 380.00000 28424.00| 455.00000 34034.00| 300.00000 22440.00 CONCRETE, B, FOOTINGS | | | 0049 702-93722 72.400 m3 | 450.00000 32580.00| 482.00000 34896.80| 580.00000 41992.00 CONCRETE, C | | | 0050 703-51030 10419.000 kg | 1.75000 18233.25| 1.15000 11981.85| 1.85000 19275.15 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 173 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,263,136.37 ROUTE : US 421 CALL ORDER : 173 CONTRACT ID : R -24430-A COUNTIES : CARROLL LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 714-26714 27.400 m | 1700.00000 46580.00| 2700.00000 73980.00| 2100.00000 57540.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2400 mm | | | 0052 715-05129 58.000 m | 750.00000 43500.00| 230.00000 13340.00| 310.00000 17980.00 PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0053 715-05149 96.000 m | 100.00000 9600.00| 49.00000 4704.00| 80.00000 7680.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0054 715-05151 184.000 m | 95.00000 17480.00| 63.00000 11592.00| 70.00000 12880.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0055 715-05154 89.500 m | 150.00000 13425.00| 98.00000 8771.00| 145.00000 12977.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0056 715-05203 1020.000 m | 8.00000 8160.00| 16.50000 16830.00| 4.00000 4080.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0057 715-46005 4.000 EACH| 400.00000 1600.00| 250.00000 1000.00| 475.00000 1900.00 PIPE END SECTION, 375 mm | | | 0058 718-02672 128.000 m | 40.00000 5120.00| 27.00000 3456.00| 21.50000 2752.00 PIPE, UNDERDRAIN OUTLET, PVC, 100 mm | | | 0059 718-04881 13.000 EACH| 260.00000 3380.00| 300.00000 3900.00| 250.00000 3250.00 OUTLET PROTECTOR, B | | | 0060 718-52610 137.000 m3 | 40.00000 5480.00| 29.00000 3973.00| 50.00000 6850.00 AGGREGATE FOR UNDERDRAINS | | | 0061 718-99153 1850.000 m2 | 2.00000 3700.00| 4.75000 8787.50| 2.30000 4255.00 GEOTEXTILES FOR UNDERDRAIN | | | 0062 720-45055 2.000 EACH| 2500.00000 5000.00| 1875.00000 3750.00| 1500.00000 3000.00 INLET, M10 | | | 0063 720-45260 1.000 EACH| 500.00000 500.00| 790.00000 790.00| 765.00000 765.00 PIPE CATCH BASIN, 300 mm | | | 0064 720-45410 1.000 EACH| 3000.00000 3000.00| 2200.00000 2200.00| 1800.00000 1800.00 MANHOLE, C4 | | | 0065 720-45415 1.000 EACH| 4800.00000 4800.00| 2900.00000 2900.00| 1800.00000 1800.00 MANHOLE, D4 | | | 0066 720-45416 1.000 EACH| 9000.00000 9000.00| 3150.00000 3150.00| 7650.00000 7650.00 MANHOLE, E4 | | | 0067 801-04308 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06203 4560.000 m | 1.00000 4560.00| 0.98000 4468.80| 1.00000 4560.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0069 801-06605 4.000 EACH| 125.00000 500.00| 200.00000 800.00| 100.00000 400.00 BARRICADE, IIIA | | | 0070 801-06710 60.000 DAY | 18.00000 1080.00| 25.00000 1500.00| 15.00000 900.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 173 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,263,136.37 ROUTE : US 421 CALL ORDER : 173 CONTRACT ID : R -24430-A COUNTIES : CARROLL LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 801-06775 LUMP| 77000.00000 77000.00| 70000.00000 70000.00| 16000.00000 16000.00 MAINTAINING TRAFFIC | | | 0073 802-05701 8.900 m | 30.00000 267.00| 50.00000 445.00| 25.00000 222.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0074 802-05702 64.400 m | 25.00000 1610.00| 52.00000 3348.80| 21.00000 1352.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0075 802-76025 1.800 m2 | 150.00000 270.00| 145.00000 261.00| 120.00000 216.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0076 802-76035 6.900 m2 | 170.00000 1173.00| 162.00000 1117.80| 130.00000 897.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0077 804-06770 30.000 EACH| 23.00000 690.00| 22.00000 660.00| 17.00000 510.00 DELINEATOR POST | | | 0078 805-01844 6.000 m | 43.00000 258.00| 50.00000 300.00| 35.00000 210.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0079 805-78480 10.000 m | 2.50000 25.00| 4.00000 40.00| 2.00000 20.00 SIGNAL CABLE, 3C 14GA. | | | 0080 805-95466 1.000 EACH| 3300.00000 3300.00| 3200.00000 3200.00| 2600.00000 2600.00 FLASHING BEACON WITH SIGNAL AHEAD SIGN, | | | 150mm I BEAM AND FOUNDATION | | | 0081 808-06713 1523.000 m | 0.50000 761.50| 0.38000 578.74| 0.45000 685.35 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0082 808-06716 720.000 m | 1.20000 864.00| 5.00000 3600.00| 1.00000 720.00 LINE, REMOVE | | | 0083 808-75240 165.000 m | 1.50000 247.50| 1.90000 313.50| 1.60000 264.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0084 808-75245 618.000 m | 1.50000 927.00| 1.90000 1174.20| 1.60000 988.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0085 808-75297 22.000 m | 12.07000 265.54| 25.00000 550.00| 9.20000 202.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0086 808-75998 46.000 EACH| 45.00000 2070.00| 60.00000 2760.00| 45.00000 2070.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0087 202-02241 1288.000 m | 4.00000 5152.00| 4.00000 5152.00| 1.00000 1288.00 GUARDRAIL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 173 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,263,136.37 ROUTE : US 421 CALL ORDER : 173 CONTRACT ID : R -24430-A COUNTIES : CARROLL LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 801-06640 20.000 EACH| 120.00000 2400.00| 200.00000 4000.00| 100.00000 2000.00 CONSTRUCTION SIGN, A | | | 0089 801-06645 4.000 EACH| 45.00000 180.00| 50.00000 200.00| 38.00000 152.00 CONSTRUCTION SIGN, B | | | 0090 720-44000 5.000 EACH| 250.00000 1250.00| 1200.00000 6000.00| 200.00000 1000.00 CASTING, ADJUST TO GRADE | | | 0091 202-02240 72.700 m2 | 10.00000 727.00| 60.00000 4362.00| 11.00000 799.70 PAVEMENT, REMOVE | | | SECTION TOTALS | $ 1,093,089.74| $ 1,134,658.12| $ 1,159,203.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,093,089.74| $ 1,134,658.12| $ 1,159,203.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 173 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,263,136.37 ROUTE : US 421 CALL ORDER : 173 CONTRACT ID : R -24430-A COUNTIES : CARROLL LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1167376 |(5) 35-1325036 | |KEISER & KEISER CONTRACTORS |DEICHMAN EXCAVATING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE, REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1065.49000 12785.88| 1500.00000 18000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 18460.07000 18460.07| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 118566.23000 118566.23| 100000.00000 100000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 24717.97000 24717.97| 50000.00000 50000.00| CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 8133.28000 8133.28| 10000.00000 10000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0006 202-51328 LUMP| 8133.28000 8133.28| 10000.00000 10000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0007 202-60820 509.000 m2 | 5.58000 2840.22| 5.00000 2545.00| SURFACE MILLING, ASPHALT | | | 0008 202-78515 LUMP| 190.59000 190.59| 825.00000 825.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 1635.000 m3 | 15.51000 25358.85| 45.00000 73575.00| EXCAVATION, COMMON | | | 0010 203-02055 146.000 m3 | 47.72000 6967.12| 8.00000 1168.00| EMBANKMENT , TEMPORARY | | | 0011 203-02070 7238.000 m3 | 19.26000 139403.88| 26.00000 188188.00| BORROW | | | 0012 205-02224 1030.000 m | 5.72000 5891.60| 5.80000 5974.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 12.000 m | 11.44000 137.28| 11.55000 138.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02234 3.000 EACH| 76.24000 228.72| 77.00000 231.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 4.000 EACH| 76.24000 304.96| 77.00000 308.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 211-02060 2232.500 m3 | 25.47000 56861.78| 32.00000 71440.00| B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 468.000 m3 | 143.40000 67111.20| 100.00000 46800.00| FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 173 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,263,136.37 ROUTE : US 421 CALL ORDER : 173 CONTRACT ID : R -24430-A COUNTIES : CARROLL LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1167376 |(5) 35-1325036 | |KEISER & KEISER CONTRACTORS |DEICHMAN EXCAVATING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 303-52308 2020.100 Mg | 14.99000 30281.30| 15.00000 30301.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05468 1450.000 Mg | 35.44000 51388.00| 40.70000 59015.00| HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 1940.000 Mg | 34.01000 65979.40| 41.80000 81092.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 649.000 Mg | 46.63000 30262.87| 48.40000 31411.60| HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 566.000 Mg | 38.90000 22017.40| 44.00000 24904.00| HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05490 157.200 Mg | 64.74000 10177.13| 59.50000 9353.40| HMA SURFACE 9.5 mm, SHOULDER | | | 0024 404-05511 443.000 m2 | 7.65000 3388.95| 8.80000 3898.40| SEAL COAT, 2 | | | 0025 405-05517 10.400 Mg | 268.96000 2797.18| 440.00000 4576.00| ASPHALT FOR PRIME COAT | | | 0026 406-05520 4.100 Mg | 560.85000 2299.49| 990.00000 4059.00| ASPHALT FOR TACK COAT | | | 0027 601-01700 4.000 EACH| 1644.53000 6578.12| 1660.00000 6640.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-02103 55.590 m | 44.27000 2460.97| 44.75000 2487.66| GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0029 601-02636 15.240 m | 73.40000 1118.62| 74.15000 1130.05| GUARDRAIL, W BEAM, NESTED | | | 0030 601-06037 7.000 EACH| 599.00000 4193.00| 605.00000 4235.00| GUARDRAIL END TREATMENT, I | | | 0031 601-99105 1154.430 m | 32.07000 37022.57| 32.40000 37403.53| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06646 78.000 m | 175.97000 13725.66| 75.00000 5850.00| TEMPORARY CONCRETE BARRIER | | | 0033 605-06120 128.000 m | 49.07000 6280.96| 89.00000 11392.00| CURB, CONCRETE | | | 0034 605-06140 137.000 m | 79.92000 10949.04| 75.00000 10275.00| CURB AND GUTTER, CONCRETE | | | 0035 610-05527 171.100 Mg | 53.74000 9194.91| 66.00000 11292.60| HMA FOR APPROACHES | | | 0036 615-06490 6.000 EACH| 113.27000 679.62| 115.00000 690.00| RIGHT OF WAY MARKER | | | 0037 616-02320 101.000 m2 | 1.09000 110.09| 5.00000 505.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 173 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,263,136.37 ROUTE : US 421 CALL ORDER : 173 CONTRACT ID : R -24430-A COUNTIES : CARROLL LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1167376 |(5) 35-1325036 | |KEISER & KEISER CONTRACTORS |DEICHMAN EXCAVATING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-01004 2.000 EACH| 326.73000 653.46| 330.00000 660.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.100 Mg | 661.08000 727.19| 668.00000 734.80| FERTILIZER | | | 0040 621-06548 7.000 kg | 47.92000 335.44| 48.50000 339.50| SEED MIXTURE, CV | | | 0041 621-06553 225.000 kg | 3.44000 774.00| 3.50000 787.50| SEED MIXTURE, R | | | 0042 621-06574 122.000 m2 | 6.84000 834.48| 7.00000 854.00| SODDING | | | 0043 621-06575 479.000 m2 | 6.84000 3276.36| 7.00000 3353.00| SODDING, NURSERY | | | 0044 621-98503 5.300 Mg | 508.61000 2695.63| 513.75000 2722.88| MULCH MATERIAL | | | 0045 622-52436 27.000 EACH| 21.78000 588.06| 22.00000 594.00| SIGN, DO NOT MOW OR SPRAY | | | 0046 702-04325 LUMP| 34849.32000 34849.32| 40000.00000 40000.00| TEMPORARY SHORING | | | 0047 702-51005 9.100 m3 | 607.54000 5528.61| 500.00000 4550.00| CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51015 74.800 m3 | 462.86000 34621.93| 625.00000 46750.00| CONCRETE, B, FOOTINGS | | | 0049 702-93722 72.400 m3 | 680.68000 49281.23| 650.00000 47060.00| CONCRETE, C | | | 0050 703-51030 10419.000 kg | 1.36000 14169.84| 2.20000 22921.80| REINFORCING STEEL | | | 0051 714-26714 27.400 m | 3834.21000 105057.35| 2350.00000 64390.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2400 mm | | | 0052 715-05129 58.000 m | 390.18000 22630.44| 295.00000 17110.00| PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0053 715-05149 96.000 m | 50.68000 4865.28| 98.00000 9408.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0054 715-05151 184.000 m | 80.93000 14891.12| 115.00000 21160.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0055 715-05154 89.500 m | 66.80000 5978.60| 135.00000 12082.50| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0056 715-05203 1020.000 m | 8.93000 9108.60| 11.00000 11220.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0057 715-46005 4.000 EACH| 255.43000 1021.72| 250.00000 1000.00| PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 173 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,263,136.37 ROUTE : US 421 CALL ORDER : 173 CONTRACT ID : R -24430-A COUNTIES : CARROLL LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1167376 |(5) 35-1325036 | |KEISER & KEISER CONTRACTORS |DEICHMAN EXCAVATING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 718-02672 128.000 m | 10.44000 1336.32| 25.30000 3238.40| PIPE, UNDERDRAIN OUTLET, PVC, 100 mm | | | 0059 718-04881 13.000 EACH| 143.76000 1868.88| 253.00000 3289.00| OUTLET PROTECTOR, B | | | 0060 718-52610 137.000 m3 | 17.41000 2385.17| 49.50000 6781.50| AGGREGATE FOR UNDERDRAINS | | | 0061 718-99153 1850.000 m2 | 0.69000 1276.50| 2.00000 3700.00| GEOTEXTILES FOR UNDERDRAIN | | | 0062 720-45055 2.000 EACH| 1226.32000 2452.64| 1300.00000 2600.00| INLET, M10 | | | 0063 720-45260 1.000 EACH| 735.14000 735.14| 600.00000 600.00| PIPE CATCH BASIN, 300 mm | | | 0064 720-45410 1.000 EACH| 4194.08000 4194.08| 1300.00000 1300.00| MANHOLE, C4 | | | 0065 720-45415 1.000 EACH| 4879.12000 4879.12| 3500.00000 3500.00| MANHOLE, D4 | | | 0066 720-45416 1.000 EACH| 11020.50000 11020.50| 4000.00000 4000.00| MANHOLE, E4 | | | 0067 801-04308 2.000 EACH| 539.10000 1078.20| 528.00000 1056.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06203 4560.000 m | 0.87000 3967.20| 0.55000 2508.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0069 801-06605 4.000 EACH| 103.46000 413.84| 176.00000 704.00| BARRICADE, IIIA | | | 0070 801-06710 60.000 DAY | 15.25000 915.00| 23.50000 1410.00| FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 42106.22000 42106.22| 50000.00000 50000.00| MAINTAINING TRAFFIC | | | 0073 802-05701 8.900 m | 25.40000 226.06| 40.00000 356.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0074 802-05702 64.400 m | 20.91000 1346.60| 43.25000 2785.30| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0075 802-76025 1.800 m2 | 124.10000 223.38| 148.00000 266.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0076 802-76035 6.900 m2 | 139.79000 964.55| 151.00000 1041.90| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0077 804-06770 30.000 EACH| 18.51000 555.30| 165.00000 4950.00| DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 173 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,263,136.37 ROUTE : US 421 CALL ORDER : 173 CONTRACT ID : R -24430-A COUNTIES : CARROLL LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1167376 |(5) 35-1325036 | |KEISER & KEISER CONTRACTORS |DEICHMAN EXCAVATING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-01844 6.000 m | 130.69000 784.14| 36.00000 216.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0079 805-78480 10.000 m | 4.36000 43.60| 2.20000 22.00| SIGNAL CABLE, 3C 14GA. | | | 0080 805-95466 1.000 EACH| 4465.27000 4465.27| 2750.00000 2750.00| FLASHING BEACON WITH SIGNAL AHEAD SIGN, | | | 150mm I BEAM AND FOUNDATION | | | 0081 808-06713 1523.000 m | 0.46000 700.58| 0.31000 472.13| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0082 808-06716 720.000 m | 1.03000 741.60| 0.95000 684.00| LINE, REMOVE | | | 0083 808-75240 165.000 m | 1.67000 275.55| 1.54000 254.10| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0084 808-75245 618.000 m | 1.67000 1032.06| 1.54000 951.72| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0085 808-75297 22.000 m | 9.97000 219.34| 18.50000 407.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0086 808-75998 46.000 EACH| 46.83000 2154.18| 35.00000 1610.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0087 202-02241 1288.000 m | 3.94000 5074.72| 4.00000 5152.00| GUARDRAIL, REMOVE | | | 0088 801-06640 20.000 EACH| 103.46000 2069.20| 143.00000 2860.00| CONSTRUCTION SIGN, A | | | 0089 801-06645 4.000 EACH| 38.12000 152.48| 27.50000 110.00| CONSTRUCTION SIGN, B | | | 0090 720-44000 5.000 EACH| 384.58000 1922.90| 300.00000 1500.00| CASTING, ADJUST TO GRADE | | | 0091 202-02240 72.700 m2 | 26.90000 1955.63| 25.00000 1817.50| PAVEMENT, REMOVE | | | SECTION TOTALS | $ 1,222,422.80| $ 1,360,295.27| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,222,422.80| $ 1,360,295.27| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 179 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,256.14 ROUTE : 69 CALL ORDER : 179 CONTRACT ID : R -24663-A COUNTIES : ALLEN LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/20/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0694112 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 835,526.55 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 874,719.16 104.6907% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 939,591.50 112.4550% ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1185040 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MILL SURFACE AND BITUMOUS OVERLAY | | | 0001 105-01925 3.000 MOS | 1000.00000 3000.00| 1500.00000 4500.00| 1700.00000 5100.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 41000.00000 41000.00| 4000.00000 4000.00| 47000.00000 47000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 228430.000 m2 | 0.29000 66244.70| 0.44000 100509.20| 0.45000 102793.50 SURFACE MILLING, ASPHALT | | | 0004 202-93608 2.000 EACH| 1440.00000 2880.00| 2000.00000 4000.00| 1700.00000 3400.00 MEDIAN CROSSOVER, REMOVE | | | 0005 401-05456 17140.000 Mg | 31.16000 534082.40| 34.50000 591330.00| 30.81000 528083.40 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 63.000 Mg | 110.23000 6944.49| 180.00000 11340.00| 225.00000 14175.00 ASPHALT FOR TACK COAT | | | 0007 610-05527 230.000 Mg | 48.42000 11136.60| 30.00000 6900.00| 52.00000 11960.00 HMA FOR APPROACHES | | | 0008 621-06574 900.000 m2 | 4.55000 4095.00| 4.55000 4095.00| 5.00000 4500.00 SODDING | | | 0009 801-01093 16.000 EACH| 485.00000 7760.00| 485.00000 7760.00| 525.00000 8400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0012 801-06208 900.000 m | 8.20000 7380.00| 4.00000 3600.00| 4.00000 3600.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0013 801-06640 12.000 EACH| 150.00000 1800.00| 105.00000 1260.00| 120.00000 1440.00 CONSTRUCTION SIGN, A | | | 0014 801-06645 2.000 EACH| 15.00000 30.00| 16.00000 32.00| 120.00000 240.00 CONSTRUCTION SIGN, B | | | 0015 801-06710 120.000 DAY | 1.00000 120.00| 18.00000 2160.00| 20.00000 2400.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 179 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,630,256.14 ROUTE : 69 CALL ORDER : 179 CONTRACT ID : R -24663-A COUNTIES : ALLEN LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1185040 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06775 LUMP| 41750.00000 41750.00| 10000.00000 10000.00| 81000.00000 81000.00 MAINTAINING TRAFFIC | | | 0017 801-09133 4.000 EACH| 2500.00000 10000.00| 4100.00000 16400.00| 4500.00000 18000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0019 804-06771 294.000 EACH| 22.00000 6468.00| 22.00000 6468.00| 25.00000 7350.00 DELINEATOR POST, FLEXIBLE | | | 0020 805-05406 1.000 EACH| 22000.00000 22000.00| 23000.00000 23000.00| 24500.00000 24500.00 DATA COLLECTION SITE ,4 LANE | | | 0021 808-01226 1246.000 EACH| 6.15000 7662.90| 7.25000 9033.50| 6.50000 8099.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0022 808-06702 7336.000 m | 0.95000 6969.20| 0.95000 6969.20| 1.00000 7336.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0023 808-06703 27966.000 m | 0.73000 20415.18| 0.73000 20415.18| 0.80000 22372.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0024 808-06705 420.000 m | 2.50000 1050.00| 2.50000 1050.00| 2.60000 1092.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0026 808-75245 28806.000 m | 0.73000 21028.38| 0.73000 21028.38| 0.80000 23044.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0027 808-75994 1246.000 EACH| 4.50000 5607.00| 4.95000 6167.70| 5.75000 7164.50 PRISMATIC REFLECTOR | | | 0028 808-75996 1246.000 EACH| 2.45000 3052.70| 3.50000 4361.00| 1.75000 2180.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 202-01874 4.000 EACH| 85.00000 340.00| 85.00000 340.00| 90.00000 360.00 SHEET SIGN AND POST, REMOVE , AND | | | RELOCATE | | | 0030 210-05805 2.000 EACH| 1355.00000 2710.00| 4000.00000 8000.00| 2000.00000 4000.00 CONSTRUCT , PERMANENT CROSSOVER | | | SECTION TOTALS | $ 835,526.55| $ 874,719.16| $ 939,591.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 835,526.55| $ 874,719.16| $ 939,591.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 189 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 231 CALL ORDER : 189 CONTRACT ID : R -24733-A COUNTIES : MARTIN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9951020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2035887 KUHN CONSTRUCTION $ 928,376.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/17/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : J713000 J713000 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 1,539,698.23 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,674,861.87 108.7785% 3 35-1212938 ATLAS EXCAVATING, INC. $ 1,781,436.82 115.7003% 4 35-1065659 BROOKS CONSTRUCTION $ 1,808,101.01 117.4321% 5 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,845,575.93 119.8660% 6 35-1333300 KNECHT EXCAVATING $ 1,878,913.56 122.0312% 7 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 2,017,497.35 131.0319% 8 35-1489621 HRP CONSTRUCTION, INC. $ 2,137,283.32 138.8118% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1212938 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 201-52370 LUMP| 46000.00000 46000.00| 50400.00000 50400.00| 49500.00000 49500.00 CLEARING RIGHT OF WAY | | | 0002 202-02240 93.000 SYS | 6.50000 604.50| 11.00000 1023.00| 4.60000 427.80 PAVEMENT, REMOVE | | | 0003 203-02000 19490.000 CYS | 5.20000 101348.00| 5.90000 114991.00| 6.00000 116940.00 EXCAVATION, COMMON | | | 0004 205-02224 2300.000 LFT | 1.50000 3450.00| 1.60000 3680.00| 1.60000 3680.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0005 205-02226 69.000 LFT | 17.00000 1173.00| 18.00000 1242.00| 78.00000 5382.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0006 205-02229 996.000 LFT | 2.50000 2490.00| 2.60000 2589.60| 2.70000 2689.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0007 205-02231 30.000 LFT | 16.00000 480.00| 31.00000 930.00| 48.00000 1440.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0008 205-02234 15.000 EACH| 60.00000 900.00| 63.00000 945.00| 65.00000 975.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 205-02236 6.000 EACH| 60.00000 360.00| 63.00000 378.00| 65.00000 390.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1212938 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 205-02237 16.000 EACH| 30.00000 480.00| 32.00000 512.00| 32.00000 512.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 206-51220 514.000 CYS | 9.30000 4780.20| 95.00000 48830.00| 85.00000 43690.00 EXCAVATION, WET | | | 0012 206-51230 880.000 CYS | 7.10000 6248.00| 9.00000 7920.00| 0.10000 88.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 1478.000 CYS | 9.00000 13302.00| 12.00000 17736.00| 22.00000 32516.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 215-06458 1773.000 CYS | 6.65000 11790.45| 10.00000 17730.00| 8.50000 15070.50 SUBGRADE, MODIFIED | | | 0015 303-52308 65.000 TON | 21.00000 1365.00| 18.00000 1170.00| 26.00000 1690.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 303-52309 1672.200 TON | 9.50000 15885.90| 10.00000 16722.00| 17.00000 28427.40 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 303-91173 81.200 TON | 20.00000 1624.00| 14.50000 1177.40| 40.00000 3248.00 COMPACTED AGGREGATE FOR APPROACHES, 0, | | | 53 | | | 0018 303-98541 92.000 TON | 20.00000 1840.00| 14.50000 1334.00| 41.00000 3772.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0019 401-05437 9326.900 TON | 31.00000 289133.90| 29.00000 270480.10| 32.00000 298460.80 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0020 401-05455 2809.900 TON | 31.00000 87106.90| 31.00000 87106.90| 37.00000 103966.30 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 1311.300 TON | 34.00000 44584.20| 35.00000 45895.50| 41.00000 53763.30 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 401-05459 576.300 TON | 32.00000 18441.60| 33.00000 19017.90| 41.00000 23628.30 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0024 404-05511 3800.000 SYS | 1.00000 3800.00| 0.80000 3040.00| 1.40000 5320.00 SEAL COAT, 2 | | | 0025 405-05517 7.000 TON | 330.00000 2310.00| 300.00000 2100.00| 220.00000 1540.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 17.400 TON | 185.00000 3219.00| 230.00000 4002.00| 200.00000 3480.00 ASPHALT FOR TACK COAT | | | 0027 501-02400 LUMP| 1820.00000 1820.00| 1800.00000 1800.00| 1600.00000 1600.00 PROFILOGRAPH | | | 0028 501-05090 256.200 SYS | 31.75000 8134.35| 34.00000 8710.80| 45.00000 11529.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0029 601-01522 4.000 EACH| 1088.00000 4352.00| 1200.00000 4800.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1212938 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 601-06037 4.000 EACH| 569.00000 2276.00| 630.00000 2520.00| 700.00000 2800.00 GUARDRAIL END TREATMENT, I | | | 0031 601-99105 100.000 LFT | 10.80000 1080.00| 18.00000 1800.00| 12.50000 1250.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 602-06729 6.000 EACH| 7.00000 42.00| 9.50000 57.00| 170.00000 1020.00 BARRIER DELINEATOR | | | 0033 604-06069 53.500 SYS | 42.60000 2279.10| 45.00000 2407.50| 34.35000 1837.73 CURB RAMP, CONCRETE | | | 0034 604-44251 7.300 CYS | 1239.00000 9044.70| 1275.00000 9307.50| 620.00000 4526.00 STEPS, CONCRETE | | | 0035 604-91531 3045.000 SYS | 23.00000 70035.00| 24.50000 74602.50| 18.80000 57246.00 SIDEWALK, CONCRETE, 4 IN. | | | 0036 605-52807 2993.000 LFT | 9.40000 28134.20| 8.90000 26637.70| 10.55000 31576.15 CURB AND GUTTER, COMBINED | | | 0037 605-92887 715.000 LFT | 9.40000 6721.00| 10.50000 7507.50| 8.50000 6077.50 CURB AND GUTTER, COMBINED, CONCRETE, | | | MODIFIED | | | 0038 610-05527 1706.600 TON | 35.00000 59731.00| 38.00000 64850.80| 45.00000 76797.00 HMA FOR APPROACHES | | | 0039 611-05330 602.000 SYS | 35.65000 21461.30| 37.50000 22575.00| 38.15000 22966.30 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0040 611-06497 9.000 EACH| 92.00000 828.00| 130.00000 1170.00| 160.00000 1440.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 1.000 EACH| 109.00000 109.00| 180.00000 180.00| 330.00000 330.00 MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06505 9.000 EACH| 350.00000 3150.00| 420.00000 3780.00| 380.00000 3420.00 MONUMENT, B | | | 0043 616-02320 1489.000 SYS | 1.65000 2456.85| 3.00000 4467.00| 4.00000 5956.00 GEOTEXTILES | | | 0044 616-05688 82.000 TON | 37.00000 3034.00| 21.00000 1722.00| 21.00000 1722.00 RIPRAP, CLASS 1 | | | 0045 616-05689 45.000 TON | 37.00000 1665.00| 42.00000 1890.00| 21.00000 945.00 RIPRAP, CLASS 2 | | | 0046 616-06396 341.000 TON | 23.00000 7843.00| 21.00000 7161.00| 32.00000 10912.00 RIPRAP | | | 0047 616-06451 697.000 TON | 23.00000 16031.00| 21.00000 14637.00| 20.00000 13940.00 RIPRAP, UNIFORM | | | 0048 621-01004 2.000 EACH| 525.00000 1050.00| 525.00000 1050.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1212938 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 621-06545 1.400 TON | 501.00000 701.40| 505.00000 707.00| 510.00000 714.00 FERTILIZER | | | 0050 621-06548 13.000 LBS | 15.00000 195.00| 15.00000 195.00| 16.00000 208.00 SEED MIXTURE, CV | | | 0051 621-06554 525.000 LBS | 3.60000 1890.00| 3.75000 1968.75| 3.70000 1942.50 SEED MIXTURE, U | | | 0052 621-06565 7.000 TON | 540.00000 3780.00| 550.00000 3850.00| 550.00000 3850.00 MULCHING MATERIAL | | | 0053 621-06567 59.000 MG | 2.00000 118.00| 2.00000 118.00| 2.20000 129.80 WATER | | | 0054 621-06574 3828.000 SYS | 2.35000 8995.80| 3.00000 11484.00| 2.50000 9570.00 SODDING | | | 0055 621-06575 10915.000 SYS | 2.35000 25650.25| 3.00000 32745.00| 2.50000 27287.50 SODDING, NURSERY | | | 0056 701-90976 34750.000 LBS | 0.50000 17375.00| 0.70000 24325.00| 0.70000 24325.00 REINFORCING STEEL, GRADE 60 | | | 0057 701-98648 1680.000 LFT | 29.30000 49224.00| 35.00000 58800.00| 50.00000 84000.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 0.203 IN., 14 | | | IN. | | | 0058 702-94139 157.600 CYS | 456.00000 71865.60| 380.00000 59888.00| 275.00000 43340.00 CONCRETE, A, ABOVE FOOTINGS | | | 0059 702-94656 154.800 CYS | 409.00000 63313.20| 300.00000 46440.00| 205.00000 31734.00 CONCRETE, B | | | 0060 703-51030 648.000 LBS | 0.50000 324.00| 0.80000 518.40| 0.71000 460.08 REINFORCING STEEL | | | 0061 703-96177 22555.000 LBS | 0.54000 12179.70| 0.85000 19171.75| 0.75000 16916.25 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0062 703-97936 114.000 EACH| 16.00000 1824.00| 17.00000 1938.00| 15.00000 1710.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0063 704-51002 97.800 CYS | 566.00000 55354.80| 375.00000 36675.00| 300.00000 29340.00 CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-05732 2.000 EACH| 1561.00000 3122.00| 1700.00000 3400.00| 1300.00000 2600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-05734 2.000 EACH| 1561.00000 3122.00| 1700.00000 3400.00| 2000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0066 706-51020 10.200 CYS | 524.00000 5344.80| 490.00000 4998.00| 425.00000 4335.00 CONCRETE, C, RAILING | | | 0067 707-51045 LUMP| 19855.00000 19855.00| 55500.00000 55500.00| 55000.00000 55000.00 CONCRETE STRUCTURAL MEMBERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1212938 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 709-51821 LUMP| 1700.00000 1700.00| 2000.00000 2000.00| 2900.00000 2900.00 SURFACE SEAL | | | 0069 715-04612 120.000 LFT | 20.00000 2400.00| 24.00000 2880.00| 30.00000 3600.00 PIPE ,TYPE 1, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0070 715-05024 1235.000 LFT | 40.00000 49400.00| 43.00000 53105.00| 40.00000 49400.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0071 715-05125 82.000 LFT | 28.00000 2296.00| 36.00000 2952.00| 35.00000 2870.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0072 715-05146 20.000 LFT | 12.00000 240.00| 18.00000 360.00| 29.00000 580.00 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0073 715-05149 987.000 LFT | 18.00000 17766.00| 20.00000 19740.00| 18.00000 17766.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0074 715-05151 451.000 LFT | 22.00000 9922.00| 22.00000 9922.00| 21.00000 9471.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0075 715-05152 37.000 LFT | 25.00000 925.00| 25.00000 925.00| 25.00000 925.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0076 715-05154 215.000 LFT | 30.00000 6450.00| 33.00000 7095.00| 26.00000 5590.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0077 715-05168 68.000 LFT | 16.00000 1088.00| 24.00000 1632.00| 23.00000 1564.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0078 715-05169 397.000 LFT | 18.00000 7146.00| 26.00000 10322.00| 21.00000 8337.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0079 715-46000 8.000 EACH| 125.00000 1000.00| 160.00000 1280.00| 180.00000 1440.00 PIPE END SECTION, 12 IN. | | | 0080 715-46005 18.000 EACH| 210.00000 3780.00| 180.00000 3240.00| 190.00000 3420.00 PIPE END SECTION, 15 IN. | | | 0081 715-46030 2.000 EACH| 560.00000 1120.00| 305.00000 610.00| 410.00000 820.00 PIPE END SECTION, 30 IN. | | | 0082 715-46040 1.000 EACH| 1000.00000 1000.00| 465.00000 465.00| 750.00000 750.00 PIPE END SECTION, 36 IN. | | | 0083 715-46045 4.000 EACH| 210.00000 840.00| 190.00000 760.00| 180.00000 720.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0084 720-44000 4.000 EACH| 200.00000 800.00| 240.00000 960.00| 230.00000 920.00 CASTING, ADJUST TO GRADE | | | 0085 720-45030 1.000 EACH| 1154.00000 1154.00| 1040.00000 1040.00| 1400.00000 1400.00 INLET, E7 | | | 0086 720-45045 5.000 EACH| 1145.00000 5725.00| 1025.00000 5125.00| 1350.00000 6750.00 INLET, J10 | | | 0087 720-45055 3.000 EACH| 1395.00000 4185.00| 1180.00000 3540.00| 1500.00000 4500.00 INLET, M10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1212938 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 720-45135 1.000 EACH| 1097.00000 1097.00| 830.00000 830.00| 1150.00000 1150.00 INLET, F7, MODIFIED | | | 0089 720-45260 2.000 EACH| 486.00000 972.00| 650.00000 1300.00| 950.00000 1900.00 PIPE CATCH BASIN, 12 IN. | | | 0090 720-45410 1.000 EACH| 1445.00000 1445.00| 1500.00000 1500.00| 1500.00000 1500.00 MANHOLE, C4 | | | 0091 720-95422 6.000 EACH| 1126.00000 6756.00| 2750.00000 16500.00| 2700.00000 16200.00 MANHOLE, J4 | | | 0092 720-98174 3.000 EACH| 1596.00000 4788.00| 1650.00000 4950.00| 1700.00000 5100.00 INLET, B15 | | | 0093 720-98555 3.000 EACH| 1685.00000 5055.00| 1650.00000 4950.00| 1700.00000 5100.00 INLET, C15 | | | 0094 720-99417 2.000 EACH| 2007.00000 4014.00| 2100.00000 4200.00| 2000.00000 4000.00 CATCH BASIN, C15 | | | 0095 801-01154 1500.000 LFT | 0.50000 750.00| 0.50000 750.00| 0.55000 825.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 4 IN. | | | 0096 801-01349 12.000 LFT | 9.00000 108.00| 2.00000 24.00| 9.00000 108.00 TEMPORARY STOP LINE, 24 IN | | | 0097 801-06606 30.000 EACH| 86.00000 2580.00| 140.00000 4200.00| 75.00000 2250.00 BARRICADE, IIIB | | | 0098 801-06640 18.000 EACH| 80.00000 1440.00| 185.00000 3330.00| 85.00000 1530.00 CONSTRUCTION SIGN, A | | | 0099 801-06645 1.000 EACH| 35.00000 35.00| 55.00000 55.00| 38.00000 38.00 CONSTRUCTION SIGN, B | | | 0100 802-02489 149.500 LFT | 12.30000 1838.85| 10.50000 1569.75| 10.50000 1569.75 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0101 802-76025 52.500 SFT | 16.80000 882.00| 19.00000 997.50| 19.00000 997.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0102 802-76035 54.000 SFT | 15.80000 853.20| 16.00000 864.00| 17.00000 918.00 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0103 808-06703 1418.000 LFT | 0.33000 467.94| 0.25000 354.50| 0.28000 397.04 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0104 808-06713 7922.000 LFT | 0.15000 1188.30| 0.08000 633.76| 0.08000 633.76 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0105 808-06714 192.000 LFT | 0.15000 28.80| 0.08000 15.36| 0.08000 15.36 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0106 808-75245 12248.000 LFT | 0.33000 4041.84| 0.25000 3062.00| 0.25000 3062.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1212938 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 808-75297 96.000 LFT | 10.85000 1041.60| 4.15000 398.40| 4.25000 408.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0108 808-75320 6.000 EACH| 50.00000 300.00| 52.00000 312.00| 52.00000 312.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75325 6.000 EACH| 75.00000 450.00| 75.00000 450.00| 75.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0110 900-01925 12.000 MOS | 1200.00000 14400.00| 1600.00000 19200.00| 1800.00000 21600.00 FIELD OFFICE, 550 SQ FT | | | 0111 920-06775 LUMP| 11000.00000 11000.00| 21500.00000 21500.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0112 930-06845 LUMP| 20000.00000 20000.00| 19755.00000 19755.00| 56000.00000 56000.00 CONSTRUCTION ENGINEERING | | | 0113 940-01001 LUMP| 77000.00000 77000.00| 84500.00000 84500.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 1,539,698.23| $ 1,674,861.87| $ 1,781,436.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,539,698.23| $ 1,674,861.87| $ 1,781,436.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1582109 |(6) 35-1333300 |BROOKS CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 201-52370 LUMP| 58000.00000 58000.00| 40000.00000 40000.00| 52000.00000 52000.00 CLEARING RIGHT OF WAY | | | 0002 202-02240 93.000 SYS | 20.00000 1860.00| 9.32000 866.76| 15.00000 1395.00 PAVEMENT, REMOVE | | | 0003 203-02000 19490.000 CYS | 5.40000 105246.00| 8.24000 160597.60| 11.00000 214390.00 EXCAVATION, COMMON | | | 0004 205-02224 2300.000 LFT | 1.50000 3450.00| 1.50000 3450.00| 1.50000 3450.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0005 205-02226 69.000 LFT | 17.00000 1173.00| 17.00000 1173.00| 17.00000 1173.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0006 205-02229 996.000 LFT | 2.50000 2490.00| 2.50000 2490.00| 2.50000 2490.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0007 205-02231 30.000 LFT | 49.00000 1470.00| 20.91000 627.30| 25.00000 750.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0008 205-02234 15.000 EACH| 60.00000 900.00| 60.00000 900.00| 60.00000 900.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 205-02236 6.000 EACH| 60.00000 360.00| 60.00000 360.00| 60.00000 360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-02237 16.000 EACH| 30.00000 480.00| 30.00000 480.00| 30.00000 480.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 206-51220 514.000 CYS | 170.00000 87380.00| 35.96000 18483.44| 190.00000 97660.00 EXCAVATION, WET | | | 0012 206-51230 880.000 CYS | 5.65000 4972.00| 18.82000 16561.60| 25.00000 22000.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 1478.000 CYS | 13.00000 19214.00| 26.82000 39639.96| 15.00000 22170.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 215-06458 1773.000 CYS | 13.00000 23049.00| 11.53000 20442.69| 8.00000 14184.00 SUBGRADE, MODIFIED | | | 0015 303-52308 65.000 TON | 14.00000 910.00| 12.25000 796.25| 15.00000 975.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 303-52309 1672.200 TON | 17.75000 29681.55| 12.25000 20484.45| 16.00000 26755.20 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1582109 |(6) 35-1333300 |BROOKS CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 303-91173 81.200 TON | 14.00000 1136.80| 12.25000 994.70| 15.00000 1218.00 COMPACTED AGGREGATE FOR APPROACHES, 0, | | | 53 | | | 0018 303-98541 92.000 TON | 14.00000 1288.00| 12.25000 1127.00| 15.00000 1380.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0019 401-05437 9326.900 TON | 30.50000 284470.45| 31.00000 289133.90| 31.00000 289133.90 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0020 401-05455 2809.900 TON | 34.20000 96098.58| 35.10000 98627.49| 35.10000 98627.49 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 1311.300 TON | 38.10000 49960.53| 39.10000 51271.83| 39.10000 51271.83 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 401-05459 576.300 TON | 39.00000 22475.70| 39.00000 22475.70| 39.00000 22475.70 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0024 404-05511 3800.000 SYS | 1.30000 4940.00| 1.30000 4940.00| 1.30000 4940.00 SEAL COAT, 2 | | | 0025 405-05517 7.000 TON | 210.00000 1470.00| 210.00000 1470.00| 210.00000 1470.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 17.400 TON | 190.00000 3306.00| 190.00000 3306.00| 190.00000 3306.00 ASPHALT FOR TACK COAT | | | 0027 501-02400 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 PROFILOGRAPH | | | 0028 501-05090 256.200 SYS | 45.00000 11529.00| 34.16000 8751.79| 45.00000 11529.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0029 601-01522 4.000 EACH| 1190.00000 4760.00| 1315.00000 5260.00| 1190.00000 4760.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-06037 4.000 EACH| 590.00000 2360.00| 650.00000 2600.00| 590.00000 2360.00 GUARDRAIL END TREATMENT, I | | | 0031 601-99105 100.000 LFT | 16.90000 1690.00| 12.30000 1230.00| 16.90000 1690.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 602-06729 6.000 EACH| 9.00000 54.00| 9.00000 54.00| 14.70000 88.20 BARRIER DELINEATOR | | | 0033 604-06069 53.500 SYS | 49.00000 2621.50| 18.83000 1007.41| 50.00000 2675.00 CURB RAMP, CONCRETE | | | 0034 604-44251 7.300 CYS | 900.00000 6570.00| 567.84000 4145.23| 1215.00000 8869.50 STEPS, CONCRETE | | | 0035 604-91531 3045.000 SYS | 25.00000 76125.00| 20.85000 63488.25| 25.00000 76125.00 SIDEWALK, CONCRETE, 4 IN. | | | 0036 605-52807 2993.000 LFT | 10.10000 30229.30| 9.72000 29091.96| 11.35000 33970.55 CURB AND GUTTER, COMBINED | | | 0037 605-92887 715.000 LFT | 10.50000 7507.50| 10.41000 7443.15| 13.95000 9974.25 CURB AND GUTTER, COMBINED, CONCRETE, | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1582109 |(6) 35-1333300 |BROOKS CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 610-05527 1706.600 TON | 42.00000 71677.20| 42.00000 71677.20| 42.00000 71677.20 HMA FOR APPROACHES | | | 0039 611-05330 602.000 SYS | 36.00000 21672.00| 31.03000 18680.06| 37.00000 22274.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0040 611-06497 9.000 EACH| 125.00000 1125.00| 160.00000 1440.00| 125.00000 1125.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 1.000 EACH| 175.00000 175.00| 185.00000 185.00| 175.00000 175.00 MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06505 9.000 EACH| 425.00000 3825.00| 330.00000 2970.00| 425.00000 3825.00 MONUMENT, B | | | 0043 616-02320 1489.000 SYS | 3.00000 4467.00| 1.45000 2159.05| 2.40000 3573.60 GEOTEXTILES | | | 0044 616-05688 82.000 TON | 48.00000 3936.00| 32.00000 2624.00| 19.00000 1558.00 RIPRAP, CLASS 1 | | | 0045 616-05689 45.000 TON | 50.00000 2250.00| 32.00000 1440.00| 27.00000 1215.00 RIPRAP, CLASS 2 | | | 0046 616-06396 341.000 TON | 18.50000 6308.50| 19.00000 6479.00| 19.00000 6479.00 RIPRAP | | | 0047 616-06451 697.000 TON | 28.50000 19864.50| 19.00000 13243.00| 18.00000 12546.00 RIPRAP, UNIFORM | | | 0048 621-01004 2.000 EACH| 525.00000 1050.00| 525.00000 1050.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 1.400 TON | 501.00000 701.40| 501.00000 701.40| 501.00000 701.40 FERTILIZER | | | 0050 621-06548 13.000 LBS | 15.00000 195.00| 15.00000 195.00| 15.00000 195.00 SEED MIXTURE, CV | | | 0051 621-06554 525.000 LBS | 3.60000 1890.00| 3.60000 1890.00| 3.50000 1837.50 SEED MIXTURE, U | | | 0052 621-06565 7.000 TON | 540.00000 3780.00| 540.00000 3780.00| 540.00000 3780.00 MULCHING MATERIAL | | | 0053 621-06567 59.000 MG | 2.00000 118.00| 2.00000 118.00| 2.00000 118.00 WATER | | | 0054 621-06574 3828.000 SYS | 2.35000 8995.80| 2.35000 8995.80| 2.35000 8995.80 SODDING | | | 0055 621-06575 10915.000 SYS | 2.35000 25650.25| 2.35000 25650.25| 2.35000 25650.25 SODDING, NURSERY | | | 0056 701-90976 34750.000 LBS | 0.65000 22587.50| 0.45000 15637.50| 0.65000 22587.50 REINFORCING STEEL, GRADE 60 | | | 0057 701-98648 1680.000 LFT | 37.20000 62496.00| 32.69000 54919.20| 37.20000 62496.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 0.203 IN., 14 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1582109 |(6) 35-1333300 |BROOKS CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 702-94139 157.600 CYS | 300.00000 47280.00| 667.80000 105245.28| 300.00000 47280.00 CONCRETE, A, ABOVE FOOTINGS | | | 0059 702-94656 154.800 CYS | 200.00000 30960.00| 450.00000 69660.00| 200.00000 30960.00 CONCRETE, B | | | 0060 703-51030 648.000 LBS | 0.75000 486.00| 1.35000 874.80| 0.75000 486.00 REINFORCING STEEL | | | 0061 703-96177 22555.000 LBS | 0.71000 16014.05| 0.51000 11503.05| 0.71000 16014.05 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0062 703-97936 114.000 EACH| 13.30000 1516.20| 11.29000 1287.06| 13.30000 1516.20 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0063 704-51002 97.800 CYS | 315.00000 30807.00| 550.00000 53790.00| 315.00000 30807.00 CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-05732 2.000 EACH| 1340.00000 2680.00| 1250.35000 2500.70| 1340.00000 2680.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-05734 2.000 EACH| 1340.00000 2680.00| 1250.35000 2500.70| 1340.00000 2680.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0066 706-51020 10.200 CYS | 345.00000 3519.00| 590.00000 6018.00| 345.00000 3519.00 CONCRETE, C, RAILING | | | 0067 707-51045 LUMP| 25000.00000 25000.00| 75000.00000 75000.00| 25000.00000 25000.00 CONCRETE STRUCTURAL MEMBERS | | | 0068 709-51821 LUMP| 2250.00000 2250.00| 1550.00000 1550.00| 2250.00000 2250.00 SURFACE SEAL | | | 0069 715-04612 120.000 LFT | 22.00000 2640.00| 19.65000 2358.00| 70.00000 8400.00 PIPE ,TYPE 1, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0070 715-05024 1235.000 LFT | 69.00000 85215.00| 39.64000 48955.40| 40.00000 49400.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0071 715-05125 82.000 LFT | 36.00000 2952.00| 36.01000 2952.82| 35.00000 2870.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0072 715-05146 20.000 LFT | 38.00000 760.00| 15.05000 301.00| 25.00000 500.00 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0073 715-05149 987.000 LFT | 35.00000 34545.00| 16.38000 16167.06| 25.00000 24675.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0074 715-05151 451.000 LFT | 39.40000 17769.40| 18.62000 8397.62| 30.00000 13530.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0075 715-05152 37.000 LFT | 49.00000 1813.00| 21.03000 778.11| 35.00000 1295.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0076 715-05154 215.000 LFT | 51.00000 10965.00| 26.45000 5686.75| 40.00000 8600.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0077 715-05168 68.000 LFT | 20.00000 1360.00| 17.56000 1194.08| 30.00000 2040.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1582109 |(6) 35-1333300 |BROOKS CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 715-05169 397.000 LFT | 20.00000 7940.00| 18.28000 7257.16| 35.00000 13895.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0079 715-46000 8.000 EACH| 200.00000 1600.00| 130.04000 1040.32| 150.00000 1200.00 PIPE END SECTION, 12 IN. | | | 0080 715-46005 18.000 EACH| 210.00000 3780.00| 142.19000 2559.42| 190.00000 3420.00 PIPE END SECTION, 15 IN. | | | 0081 715-46030 2.000 EACH| 450.00000 900.00| 332.61000 665.22| 475.00000 950.00 PIPE END SECTION, 30 IN. | | | 0082 715-46040 1.000 EACH| 780.00000 780.00| 629.36000 629.36| 800.00000 800.00 PIPE END SECTION, 36 IN. | | | 0083 715-46045 4.000 EACH| 230.00000 920.00| 133.48000 533.92| 225.00000 900.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0084 720-44000 4.000 EACH| 270.00000 1080.00| 146.08000 584.32| 175.00000 700.00 CASTING, ADJUST TO GRADE | | | 0085 720-45030 1.000 EACH| 1500.00000 1500.00| 994.13000 994.13| 1200.00000 1200.00 INLET, E7 | | | 0086 720-45045 5.000 EACH| 1500.00000 7500.00| 978.13000 4890.65| 1180.00000 5900.00 INLET, J10 | | | 0087 720-45055 3.000 EACH| 1600.00000 4800.00| 1117.13000 3351.39| 1350.00000 4050.00 INLET, M10 | | | 0088 720-45135 1.000 EACH| 1300.00000 1300.00| 804.13000 804.13| 990.00000 990.00 INLET, F7, MODIFIED | | | 0089 720-45260 2.000 EACH| 1250.00000 2500.00| 575.16000 1150.32| 950.00000 1900.00 PIPE CATCH BASIN, 12 IN. | | | 0090 720-45410 1.000 EACH| 1840.00000 1840.00| 1383.26000 1383.26| 1350.00000 1350.00 MANHOLE, C4 | | | 0091 720-95422 6.000 EACH| 2800.00000 16800.00| 2164.26000 12985.56| 2450.00000 14700.00 MANHOLE, J4 | | | 0092 720-98174 3.000 EACH| 1900.00000 5700.00| 1339.13000 4017.39| 1750.00000 5250.00 INLET, B15 | | | 0093 720-98555 3.000 EACH| 1900.00000 5700.00| 1339.13000 4017.39| 1750.00000 5250.00 INLET, C15 | | | 0094 720-99417 2.000 EACH| 2400.00000 4800.00| 1948.26000 3896.52| 2550.00000 5100.00 CATCH BASIN, C15 | | | 0095 801-01154 1500.000 LFT | 0.50000 750.00| 0.55000 825.00| 0.42000 630.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 4 IN. | | | 0096 801-01349 12.000 LFT | 2.00000 24.00| 2.50000 30.00| 1.85000 22.20 TEMPORARY STOP LINE, 24 IN | | | 0097 801-06606 30.000 EACH| 285.00000 8550.00| 135.00000 4050.00| 285.00000 8550.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1582109 |(6) 35-1333300 |BROOKS CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 801-06640 18.000 EACH| 160.00000 2880.00| 105.00000 1890.00| 160.00000 2880.00 CONSTRUCTION SIGN, A | | | 0099 801-06645 1.000 EACH| 1.00000 1.00| 50.00000 50.00| 1.00000 1.00 CONSTRUCTION SIGN, B | | | 0100 802-02489 149.500 LFT | 10.20000 1524.90| 9.50000 1420.25| 10.20000 1524.90 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0101 802-76025 52.500 SFT | 11.84000 621.60| 14.50000 761.25| 11.84000 621.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0102 802-76035 54.000 SFT | 12.16000 656.64| 16.50000 891.00| 12.16000 656.64 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0103 808-06703 1418.000 LFT | 0.25000 354.50| 0.25000 354.50| 0.31000 439.58 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0104 808-06713 7922.000 LFT | 0.07600 602.07| 0.08000 633.76| 0.10000 792.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0105 808-06714 192.000 LFT | 0.07600 14.59| 0.08000 15.36| 0.10000 19.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0106 808-75245 12248.000 LFT | 0.25000 3062.00| 0.25000 3062.00| 0.31000 3796.88 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0107 808-75297 96.000 LFT | 4.00000 384.00| 4.00000 384.00| 4.45000 427.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0108 808-75320 6.000 EACH| 50.00000 300.00| 50.00000 300.00| 65.00000 390.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75325 6.000 EACH| 72.00000 432.00| 72.00000 432.00| 101.50000 609.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0110 900-01925 12.000 MOS | 900.00000 10800.00| 1157.50000 13890.00| 1761.67000 21140.04 FIELD OFFICE, 550 SQ FT | | | 0111 920-06775 LUMP| 40000.00000 40000.00| 10000.00000 10000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0112 930-06845 LUMP| 43000.00000 43000.00| 25000.00000 25000.00| 39000.00000 39000.00 CONSTRUCTION ENGINEERING | | | 0113 940-01001 LUMP| 90000.00000 90000.00| 155000.00000 155000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 1,808,101.01| $ 1,845,575.93| $ 1,878,913.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,808,101.01| $ 1,845,575.93| $ 1,878,913.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 |(8) 35-1489621 | |TSCHUOR, GALE COMPANY, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 201-52370 LUMP| 80000.00000 80000.00| 208000.00000 208000.00| CLEARING RIGHT OF WAY | | | 0002 202-02240 93.000 SYS | 8.74000 812.82| 6.00000 558.00| PAVEMENT, REMOVE | | | 0003 203-02000 19490.000 CYS | 6.35000 123761.50| 10.00000 194900.00| EXCAVATION, COMMON | | | 0004 205-02224 2300.000 LFT | 1.71000 3933.00| 1.50000 3450.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0005 205-02226 69.000 LFT | 19.38000 1337.22| 17.00000 1173.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0006 205-02229 996.000 LFT | 2.85000 2838.60| 3.10000 3087.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0007 205-02231 30.000 LFT | 53.67000 1610.10| 6.00000 180.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0008 205-02234 15.000 EACH| 68.40000 1026.00| 240.00000 3600.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 205-02236 6.000 EACH| 68.40000 410.40| 60.00000 360.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-02237 16.000 EACH| 34.20000 547.20| 30.00000 480.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 206-51220 514.000 CYS | 193.81000 99618.34| 175.00000 89950.00| EXCAVATION, WET | | | 0012 206-51230 880.000 CYS | 6.44000 5667.20| 9.40000 8272.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 1478.000 CYS | 12.42000 18356.76| 18.00000 26604.00| B BORROW FOR STRUCTURE BACKFILL | | | 0014 215-06458 1773.000 CYS | 7.58000 13439.34| 6.65000 11790.45| SUBGRADE, MODIFIED | | | 0015 303-52308 65.000 TON | 15.96000 1037.40| 28.00000 1820.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 303-52309 1672.200 TON | 17.10000 28594.62| 15.00000 25083.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 |(8) 35-1489621 | |TSCHUOR, GALE COMPANY, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 303-91173 81.200 TON | 15.96000 1295.95| 50.00000 4060.00| COMPACTED AGGREGATE FOR APPROACHES, 0, | | | 53 | | | 0018 303-98541 92.000 TON | 15.96000 1468.32| 45.00000 4140.00| COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0019 401-05437 9326.900 TON | 35.34000 329612.65| 34.90000 325508.81| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0020 401-05455 2809.900 TON | 40.02000 112452.20| 35.67000 100229.13| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 1311.300 TON | 44.58000 58457.75| 43.24000 56700.61| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 401-05459 576.300 TON | 44.46000 25622.30| 41.68000 24020.18| QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0024 404-05511 3800.000 SYS | 1.48000 5624.00| 2.13000 8094.00| SEAL COAT, 2 | | | 0025 405-05517 7.000 TON | 239.41000 1675.87| 321.61000 2251.27| ASPHALT FOR PRIME COAT | | | 0026 406-05520 17.400 TON | 216.61000 3769.01| 284.71000 4953.95| ASPHALT FOR TACK COAT | | | 0027 501-02400 LUMP| 1710.06000 1710.06| 4524.21000 4524.21| PROFILOGRAPH | | | 0028 501-05090 256.200 SYS | 51.30000 13143.06| 45.00000 11529.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0029 601-01522 4.000 EACH| 1240.36000 4961.44| 1190.00000 4760.00| GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-06037 4.000 EACH| 648.68000 2594.72| 590.00000 2360.00| GUARDRAIL END TREATMENT, I | | | 0031 601-99105 100.000 LFT | 12.31000 1231.00| 16.90000 1690.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 602-06729 6.000 EACH| 16.76000 100.56| 14.70000 88.20| BARRIER DELINEATOR | | | 0033 604-06069 53.500 SYS | 55.86000 2988.51| 41.75000 2233.63| CURB RAMP, CONCRETE | | | 0034 604-44251 7.300 CYS | 1026.03000 7490.02| 1215.00000 8869.50| STEPS, CONCRETE | | | 0035 604-91531 3045.000 SYS | 27.36000 83311.20| 22.50000 68512.50| SIDEWALK, CONCRETE, 4 IN. | | | 0036 605-52807 2993.000 LFT | 8.20000 24542.60| 11.35000 33970.55| CURB AND GUTTER, COMBINED | | | 0037 605-92887 715.000 LFT | 21.97000 15708.55| 13.95000 9974.25| CURB AND GUTTER, COMBINED, CONCRETE, | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 |(8) 35-1489621 | |TSCHUOR, GALE COMPANY, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 610-05527 1706.600 TON | 47.88000 81712.01| 45.80000 78162.28| HMA FOR APPROACHES | | | 0039 611-05330 602.000 SYS | 39.84000 23983.68| 34.95000 21039.90| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0040 611-06497 9.000 EACH| 104.88000 943.92| 116.00000 1044.00| MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 1.000 EACH| 124.26000 124.26| 138.00000 138.00| MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06505 9.000 EACH| 468.21000 4213.89| 425.00000 3825.00| MONUMENT, B | | | 0043 616-02320 1489.000 SYS | 2.46000 3662.94| 6.00000 8934.00| GEOTEXTILES | | | 0044 616-05688 82.000 TON | 37.66000 3088.12| 50.00000 4100.00| RIPRAP, CLASS 1 | | | 0045 616-05689 45.000 TON | 52.04000 2341.80| 60.00000 2700.00| RIPRAP, CLASS 2 | | | 0046 616-06396 341.000 TON | 26.75000 9121.75| 60.00000 20460.00| RIPRAP | | | 0047 616-06451 697.000 TON | 31.10000 21676.70| 50.00000 34850.00| RIPRAP, UNIFORM | | | 0048 621-01004 2.000 EACH| 598.52000 1197.04| 750.00000 1500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 1.400 TON | 571.16000 799.62| 501.00000 701.40| FERTILIZER | | | 0050 621-06548 13.000 LBS | 17.10000 222.30| 999.64000 12995.32| SEED MIXTURE, CV | | | 0051 621-06554 525.000 LBS | 4.10000 2152.50| 28.34000 14878.50| SEED MIXTURE, U | | | 0052 621-06565 7.000 TON | 615.62000 4309.34| 540.00000 3780.00| MULCHING MATERIAL | | | 0053 621-06567 59.000 MG | 2.28000 134.52| 2.00000 118.00| WATER | | | 0054 621-06574 3828.000 SYS | 2.68000 10259.04| 2.35000 8995.80| SODDING | | | 0055 621-06575 10915.000 SYS | 2.68000 29252.20| 2.35000 25650.25| SODDING, NURSERY | | | 0056 701-90976 34750.000 LBS | 0.74000 25715.00| 0.65000 22587.50| REINFORCING STEEL, GRADE 60 | | | 0057 701-98648 1680.000 LFT | 42.41000 71248.80| 37.20000 62496.00| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 0.203 IN., 14 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 |(8) 35-1489621 | |TSCHUOR, GALE COMPANY, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 702-94139 157.600 CYS | 342.01000 53900.78| 300.00000 47280.00| CONCRETE, A, ABOVE FOOTINGS | | | 0059 702-94656 154.800 CYS | 228.01000 35295.95| 200.00000 30960.00| CONCRETE, B | | | 0060 703-51030 648.000 LBS | 0.86000 557.28| 0.75000 486.00| REINFORCING STEEL | | | 0061 703-96177 22555.000 LBS | 0.81000 18269.55| 0.71000 16014.05| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0062 703-97936 114.000 EACH| 15.16000 1728.24| 13.30000 1516.20| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0063 704-51002 97.800 CYS | 359.11000 35120.96| 315.01000 30807.98| CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-05732 2.000 EACH| 1527.65000 3055.30| 1340.00000 2680.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-05734 2.000 EACH| 1527.65000 3055.30| 1340.00000 2680.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0066 706-51020 10.200 CYS | 393.31000 4011.76| 345.00000 3519.00| CONCRETE, C, RAILING | | | 0067 707-51045 LUMP| 93211.76000 93211.76| 25000.00000 25000.00| CONCRETE STRUCTURAL MEMBERS | | | 0068 709-51821 LUMP| 2565.08000 2565.08| 2250.00000 2250.00| SURFACE SEAL | | | 0069 715-04612 120.000 LFT | 38.38000 4605.60| 33.00000 3960.00| PIPE ,TYPE 1, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0070 715-05024 1235.000 LFT | 66.14000 81682.90| 41.00000 50635.00| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0071 715-05125 82.000 LFT | 61.94000 5079.08| 34.00000 2788.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0072 715-05146 20.000 LFT | 11.90000 238.00| 56.00000 1120.00| PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0073 715-05149 987.000 LFT | 24.05000 23737.35| 16.00000 15792.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0074 715-05151 451.000 LFT | 25.93000 11694.43| 19.00000 8569.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0075 715-05152 37.000 LFT | 32.64000 1207.68| 17.00000 629.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0076 715-05154 215.000 LFT | 56.62000 12173.30| 27.00000 5805.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0077 715-05168 68.000 LFT | 21.92000 1490.56| 16.00000 1088.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 |(8) 35-1489621 | |TSCHUOR, GALE COMPANY, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 715-05169 397.000 LFT | 23.47000 9317.59| 18.00000 7146.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0079 715-46000 8.000 EACH| 152.02000 1216.16| 870.00000 6960.00| PIPE END SECTION, 12 IN. | | | 0080 715-46005 18.000 EACH| 204.77000 3685.86| 880.00000 15840.00| PIPE END SECTION, 15 IN. | | | 0081 715-46030 2.000 EACH| 512.21000 1024.42| 980.00000 1960.00| PIPE END SECTION, 30 IN. | | | 0082 715-46040 1.000 EACH| 883.49000 883.49| 1600.00000 1600.00| PIPE END SECTION, 36 IN. | | | 0083 715-46045 4.000 EACH| 284.21000 1136.84| 870.00000 3480.00| PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0084 720-44000 4.000 EACH| 287.56000 1150.24| 340.00000 1360.00| CASTING, ADJUST TO GRADE | | | 0085 720-45030 1.000 EACH| 999.70000 999.70| 3470.00000 3470.00| INLET, E7 | | | 0086 720-45045 5.000 EACH| 1245.81000 6229.05| 2900.00000 14500.00| INLET, J10 | | | 0087 720-45055 3.000 EACH| 910.55000 2731.65| 3500.00000 10500.00| INLET, M10 | | | 0088 720-45135 1.000 EACH| 1134.37000 1134.37| 3180.00000 3180.00| INLET, F7, MODIFIED | | | 0089 720-45260 2.000 EACH| 473.79000 947.58| 2300.00000 4600.00| PIPE CATCH BASIN, 12 IN. | | | 0090 720-45410 1.000 EACH| 2059.95000 2059.95| 3700.00000 3700.00| MANHOLE, C4 | | | 0091 720-95422 6.000 EACH| 2816.74000 16900.44| 4900.00000 29400.00| MANHOLE, J4 | | | 0092 720-98174 3.000 EACH| 1724.12000 5172.36| 4200.00000 12600.00| INLET, B15 | | | 0093 720-98555 3.000 EACH| 1724.12000 5172.36| 4000.00000 12000.00| INLET, C15 | | | 0094 720-99417 2.000 EACH| 2439.69000 4879.38| 3000.00000 6000.00| CATCH BASIN, C15 | | | 0095 801-01154 1500.000 LFT | 0.48000 720.00| 0.42000 630.00| TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 4 IN. | | | 0096 801-01349 12.000 LFT | 2.11000 25.32| 1.85000 22.20| TEMPORARY STOP LINE, 24 IN | | | 0097 801-06606 30.000 EACH| 324.91000 9747.30| 285.00000 8550.00| BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 191 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,097,481.36 ROUTE : LOGAN ST. CALL ORDER : 191 CONTRACT ID : R -24734-A COUNTIES : KOSCIUSKO LETTING DATE : 12/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 |(8) 35-1489621 | |TSCHUOR, GALE COMPANY, INC. |HRP CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 801-06640 18.000 EACH| 182.41000 3283.38| 160.00000 2880.00| CONSTRUCTION SIGN, A | | | 0099 801-06645 1.000 EACH| 1.14000 1.14| 1.00000 1.00| CONSTRUCTION SIGN, B | | | 0100 802-02489 149.500 LFT | 11.63000 1738.69| 10.20000 1524.90| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0101 802-76025 52.500 SFT | 13.50000 708.75| 10.20000 535.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0102 802-76035 54.000 SFT | 13.86000 748.44| 12.16000 656.64| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0103 808-06703 1418.000 LFT | 0.35000 496.30| 0.31000 439.58| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0104 808-06713 7922.000 LFT | 0.11000 871.42| 0.10000 792.20| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0105 808-06714 192.000 LFT | 0.11000 21.12| 0.10000 19.20| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0106 808-75245 12248.000 LFT | 0.35000 4286.80| 0.31000 3796.88| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0107 808-75297 96.000 LFT | 5.07000 486.72| 4.45000 427.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0108 808-75320 6.000 EACH| 74.10000 444.60| 65.00000 390.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75325 6.000 EACH| 115.71000 694.26| 101.50000 609.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0110 900-01925 12.000 MOS | 1457.68000 17492.16| 700.00000 8400.00| FIELD OFFICE, 550 SQ FT | | | 0111 920-06775 LUMP| 7298.35000 7298.35| 4000.00000 4000.00| MAINTAINING TRAFFIC | | | 0112 930-06845 LUMP| 34200.60000 34200.60| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0113 940-01001 LUMP| 100000.00000 100000.00| 105000.00000 105000.00| MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 2,017,497.35| $ 2,137,283.32| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,017,497.35| $ 2,137,283.32| ====================================================================================================================================