INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/12/04 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,755,495.23 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26899-A COUNTIES : MONROE LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/29/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 7753001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 3,325,425.62 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 3,487,753.80 104.8814% ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 | |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-06845 LUMP| 70000.00000 70000.00| 89000.00000 89000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1700.00000 20400.00| 1075.00000 12900.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 166000.00000 166000.00| 174000.00000 174000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.00000 40000.00| 17000.00000 17000.00| CLEARING RIGHT OF WAY | | | 0005 203-02000 48475.000 m3 | 7.50000 363562.50| 6.95000 336901.25| EXCAVATION, COMMON | | | 0006 203-02010 150.000 m3 | 61.00000 9150.00| 95.00000 14250.00| EXCAVATION, ROCK | | | 0008 205-06931 226.000 Mg | 16.00000 3616.00| 22.00000 4972.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06933 11.000 EACH| 55.30000 608.30| 59.00000 649.00| TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06934 5.000 Mg | 387.00000 1935.00| 400.00000 2000.00| TEMPORARY MULCHING | | | 0011 205-06936 174.400 Mg | 18.65000 3252.56| 25.00000 4360.00| TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 1479.000 m | 4.80000 7099.20| 5.25000 7764.75| TEMPORARY SILT FENCE | | | 0013 207-07498 36550.000 m2 | 2.00000 73100.00| 4.00000 146200.00| SUBGRADE TREATMENT, TYPE A | | | 0014 211-07454 6461.000 m3 | 28.30000 182846.30| 19.00000 122759.00| STRUCTURE BACKFILL | | | 0015 214-07202 200.000 m2 | 7.45000 1490.00| 2.95000 590.00| GEOGRID, I | | | 0016 301-07448 3305.000 Mg | 10.80000 35694.00| 15.00000 49575.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/12/04 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,755,495.23 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26899-A COUNTIES : MONROE LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 | |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 303-07449 176.000 Mg | 12.50000 2200.00| 16.00000 2816.00| COMPACTED AGGREGATE, NO. 73 | | | 0018 401-07329 2900.000 Mg | 44.00000 127600.00| 43.00000 124700.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0019 401-07399 4760.000 Mg | 34.00000 161840.00| 32.00000 152320.00| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0020 401-07409 15400.000 Mg | 30.50000 469700.00| 29.00000 446600.00| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0021 401-07429 7640.000 Mg | 31.50000 240660.00| 34.00000 259760.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0022 402-07453 1870.000 Mg | 37.50000 70125.00| 35.00000 65450.00| HMA FOR TEMPORARY PAVEMENT | | | 0023 406-05520 36.400 Mg | 220.00000 8008.00| 200.00000 7280.00| ASPHALT FOR TACK COAT | | | 0024 603-06040 424.000 m | 17.10000 7250.40| 18.00000 7632.00| FENCE, FARM FIELD, 1190 mm | | | 0025 603-96042 1.000 EACH| 900.00000 900.00| 950.00000 950.00| FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0026 604-06069 85.000 m2 | 58.00000 4930.00| 54.00000 4590.00| CURB RAMP, CONCRETE | | | 0027 604-06070 3615.000 m2 | 23.70000 85675.50| 29.00000 104835.00| SIDEWALK, CONCRETE | | | 0028 605-06140 3963.000 m | 31.00000 122853.00| 32.00000 126816.00| CURB AND GUTTER, CONCRETE | | | 0029 610-07486 68.000 Mg | 130.00000 8840.00| 89.00000 6052.00| HMA FOR APPROACHES, TYPE A | | | 0030 611-05330 2730.000 m2 | 39.45000 107698.50| 44.00000 120120.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 611-06497 20.000 EACH| 105.50000 2110.00| 115.00000 2300.00| MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06505 21.000 EACH| 437.00000 9177.00| 450.00000 9450.00| MONUMENT, B | | | 0034 615-06510 2.000 EACH| 332.00000 664.00| 350.00000 700.00| MONUMENT, C | | | 0035 616-02320 970.000 m2 | 2.20000 2134.00| 1.00000 970.00| GEOTEXTILES | | | 0036 616-06405 325.000 Mg | 19.35000 6288.75| 29.00000 9425.00| RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 663.00000 1326.00| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/12/04 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,755,495.23 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26899-A COUNTIES : MONROE LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 | |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06545 2.500 Mg | 517.00000 1292.50| 525.00000 1312.50| FERTILIZER | | | 0039 621-06554 458.000 kg | 6.65000 3045.70| 7.00000 3206.00| SEED MIXTURE, U | | | 0040 621-06565 12.500 Mg | 407.00000 5087.50| 425.00000 5312.50| MULCHING MATERIAL | | | 0041 621-06567 220.000 kL | 0.50000 110.00| 0.50000 110.00| WATER | | | 0042 621-06574 12080.000 m2 | 2.90000 35032.00| 3.20000 38656.00| SODDING | | | 0043 622-52436 25.000 EACH| 28.15000 703.75| 25.00000 625.00| SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 489.000 EACH| 4.02000 1965.78| 4.00000 1956.00| SEEDLING | | | 0045 714-04802 47.000 m2 | 290.00000 13630.00| 249.00000 11703.00| CONCRETE MODULAR BLOCK WALL | | | 0046 715-05048 3523.200 m | 6.70000 23605.44| 5.35000 18849.12| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0047 715-05051 75.000 m | 25.60000 1920.00| 49.00000 3675.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0048 715-05052 75.000 m | 27.80000 2085.00| 65.00000 4875.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0049 715-05119 27.000 m | 80.00000 2160.00| 95.00000 2565.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0050 715-05149 385.600 m | 43.75000 16870.00| 75.00000 28920.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0051 715-05151 1954.300 m | 55.00000 107486.50| 65.00000 127029.50| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0052 715-05152 353.000 m | 58.00000 20474.00| 75.00000 26475.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0053 715-05153 7.200 m | 73.00000 525.60| 115.00000 828.00| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0054 715-05154 250.600 m | 78.00000 19546.80| 85.00000 21301.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0055 715-05156 107.000 m | 102.00000 10914.00| 105.00000 11235.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0056 715-05209 75.000 m | 36.00000 2700.00| 75.00000 5625.00| PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0057 715-46005 6.000 EACH| 230.00000 1380.00| 250.00000 1500.00| PIPE END SECTION, 375 mm | | | 0058 715-46020 5.000 EACH| 440.00000 2200.00| 300.00000 1500.00| PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/12/04 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,755,495.23 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26899-A COUNTIES : MONROE LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 | |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-46030 3.000 EACH| 600.00000 1800.00| 400.00000 1200.00| PIPE END SECTION, 750 mm | | | 0060 718-52610 796.000 m3 | 35.60000 28337.60| 39.00000 31044.00| AGGREGATE FOR UNDERDRAINS | | | 0061 718-99153 10800.000 m2 | 0.90000 9720.00| 1.00000 10800.00| GEOTEXTILES FOR UNDERDRAIN | | | 0062 720-44000 3.000 EACH| 380.00000 1140.00| 275.00000 825.00| CASTING, ADJUST TO GRADE | | | 0063 720-45030 11.000 EACH| 775.00000 8525.00| 900.00000 9900.00| INLET, E7 | | | 0064 720-45045 50.000 EACH| 1075.00000 53750.00| 1000.00000 50000.00| INLET, J10 | | | 0065 720-45055 10.000 EACH| 1140.00000 11400.00| 1050.00000 10500.00| INLET, M10 | | | 0066 720-45410 67.000 EACH| 1085.00000 72695.00| 1300.00000 87100.00| MANHOLE, C4 | | | 0067 720-45415 5.000 EACH| 1320.00000 6600.00| 1700.00000 8500.00| MANHOLE, D4 | | | 0068 720-98174 14.000 EACH| 1450.00000 20300.00| 1400.00000 19600.00| INLET, B15 | | | 0069 720-98555 3.000 EACH| 1400.00000 4200.00| 1400.00000 4200.00| INLET, C15 | | | 0070 801-04308 4.000 EACH| 568.00000 2272.00| 360.00000 1440.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0071 801-06203 3905.000 m | 0.60000 2343.00| 1.35000 5271.75| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0072 801-06207 5295.000 m | 2.95000 15620.25| 2.60000 13767.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0073 801-06625 18.000 EACH| 82.40000 1483.20| 155.00000 2790.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 26.000 EACH| 161.00000 4186.00| 200.00000 5200.00| CONSTRUCTION SIGN, A | | | 0075 801-06645 13.000 EACH| 35.20000 457.60| 59.00000 767.00| CONSTRUCTION SIGN, B | | | 0076 801-06710 200.000 DAY | 12.05000 2410.00| 12.00000 2400.00| FLASHING ARROW SIGN | | | 0077 801-06775 LUMP| 75000.00000 75000.00| 89010.03000 89010.03| MAINTAINING TRAFFIC | | | 0078 801-07119 135.000 m | 49.45000 6675.75| 65.00000 8775.00| BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/12/04 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,755,495.23 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26899-A COUNTIES : MONROE LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 | |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 802-05701 48.300 m | 21.40000 1033.62| 35.00000 1690.50| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0080 802-05702 63.400 m | 17.20000 1090.48| 38.00000 2409.20| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0081 802-76025 13.990 m2 | 152.50000 2133.48| 180.00000 2518.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0082 802-76035 3.930 m2 | 156.00000 613.08| 200.00000 786.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0083 805-01815 8.000 EACH| 1860.00000 14880.00| 2300.00000 18400.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0084 805-01842 12.000 EACH| 655.00000 7860.00| 795.00000 9540.00| HANDHOLE, SIGNAL | | | 0085 805-02373 2115.000 m | 4.20000 8883.00| 6.95000 14699.25| INTERCONNECT CABLE, FIBER OPTIC | | | 0086 805-06592 514.000 m | 33.20000 17064.80| 27.00000 13878.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0087 805-78925 2.000 EACH| 553.00000 1106.00| 695.00000 1390.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0088 805-95568 6285.000 m | 8.30000 52165.50| 12.50000 78562.50| CONDUIT, PVC, 100 mm | | | 0089 807-78590 20.000 EACH| 2300.00000 46000.00| 2300.00000 46000.00| HANDHOLE TYPE M | | | 0090 808-06701 1100.000 m | 2.00000 2200.00| 0.90000 990.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0091 808-06703 146.000 m | 2.00000 292.00| 0.90000 131.40| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0092 808-06716 479.000 m | 1.50000 718.50| 3.75000 1796.25| LINE, REMOVE | | | 0094 808-75245 5128.000 m | 0.90000 4615.20| 0.90000 4615.20| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0095 808-75297 70.000 m | 10.80000 756.00| 10.20000 714.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0096 808-75325 2.000 EACH| 85.50000 171.00| 110.00000 220.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/12/04 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,755,495.23 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26899-A COUNTIES : MONROE LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 | |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 808-75998 282.000 EACH| 23.50000 6627.00| 25.00000 7050.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0099 808-75278 28.000 m | 5.40000 151.20| 5.00000 140.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0100 601-95344 75.000 m | 49.25000 3693.75| 59.00000 4425.00| HANDRAIL, PEDESTRIAN | | | 0101 702-03607 1.000 EACH| 502.00000 502.00| 595.00000 595.00| CORED HOLE IN CONCRETE | | | 0102 715-05408 494.000 m | 59.00000 29146.00| 79.00000 39026.00| PIPE, SANITARY SEWER, 200 mm , SDR 35 | | | 0103 715-05711 106.200 m | 51.50000 5469.30| 59.00000 6265.80| PIPE, SANITARY SEWER, 150 mm , LATERAL, | | | SDR 35 | | | 0104 715-04612 46.000 m | 152.00000 6992.00| 110.00000 5060.00| PIPE , STEEL CASING, 600 mm, 8 mm WALL | | | THICKNESS | | | 0105 715-04612 46.000 m | 104.00000 4784.00| 90.00000 4140.00| PIPE , STEEL CASING, 400 mm, 6.25 mm | | | WALL THICKNESS | | | 0106 720-01894 7.000 EACH| 425.00000 2975.00| 469.00000 3283.00| CASTING, FURNISH AND ADJUST TO GRADE , | | | EJIW MANHOLE, GRATE AND FRAME | | | 0107 720-01894 9.000 EACH| 255.00000 2295.00| 150.00000 1350.00| CASTING, FURNISH AND ADJUST TO GRADE | | | CLEANOUT, EJIW | | | 0108 720-45510 7.000 EACH| 1540.00000 10780.00| 1800.00000 12600.00| MANHOLE, C4, MODIFIED , SANITARY | | | 0109 722-60824 405.000 m2 | 5.50000 2227.50| 12.00000 4860.00| SURFACE MILLING | | | 0110 805-01879 1.000 EACH| 402.00000 402.00| 550.00000 550.00| SIGNAL SERVICE, INSTALL | | | 0111 805-02202 2.000 EACH| 653.00000 1306.00| 795.00000 1590.00| SIGNAL DETECTOR HOUSING, DOUBLE | | | 0112 805-03370 2.000 EACH| 422.00000 844.00| 359.00000 718.00| PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 460 mm | | | 0113 805-06834 2.000 EACH| 12560.00000 25120.00| 15500.00000 31000.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0114 805-78205 7.000 EACH| 382.00000 2674.00| 500.00000 3500.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/12/04 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,755,495.23 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26899-A COUNTIES : MONROE LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 | |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 805-78215 2.000 EACH| 412.00000 824.00| 550.00000 1100.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0116 805-78230 1.000 EACH| 645.00000 645.00| 750.00000 750.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0117 805-78370 2.000 EACH| 100.00000 200.00| 100.00000 200.00| PEDESTRIAN PUSH BUTTON | | | 0118 805-78415 4.000 EACH| 1460.00000 5840.00| 1400.00000 5600.00| SPAN, CATENARY, AND TETHER | | | 0119 805-78420 4.000 EACH| 221.00000 884.00| 295.00000 1180.00| DISCONNECT HANGER | | | 0120 805-78467 6.000 m | 4.65000 27.90| 3.50000 21.00| SIGNAL CABLE, 3C 8GA. | | | 0121 805-78470 1100.000 m | 0.40000 440.00| 0.75000 825.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0122 805-78480 130.000 m | 2.60000 338.00| 3.95000 513.50| SIGNAL CABLE, 3C 14GA. | | | 0123 805-78485 163.000 m | 2.80000 456.40| 4.00000 652.00| SIGNAL CABLE, 5C 14GA. | | | 0124 805-78490 265.000 m | 2.95000 781.75| 4.10000 1086.50| SIGNAL CABLE, 7C 14GA. | | | 0125 805-78510 1168.000 m | 2.50000 2920.00| 2.50000 2920.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0126 805-78784 3.000 EACH| 201.00000 603.00| 200.00000 600.00| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0127 805-78785 6.000 EACH| 352.00000 2112.00| 750.00000 4500.00| SIGNAL DETECTOR HOUSING | | | 0128 805-78795 350.000 m | 24.00000 8400.00| 23.00000 8050.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0129 805-81060 4.000 EACH| 2510.00000 10040.00| 3600.00000 14400.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0130 805-92504 5.000 EACH| 322.00000 1610.00| 375.00000 1875.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0131 805-96014 63.000 m | 8.00000 504.00| 9.00000 567.00| SAW CUT, FULL DEPTH | | | 0132 808-75260 69.200 m | 5.40000 373.68| 5.50000 380.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0133 808-75300 110.000 m | 2.95000 324.50| 3.95000 434.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/12/04 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,755,495.23 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26899-A COUNTIES : MONROE LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1357381 | |CRIDER & CRIDER, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 808-75320 2.000 EACH| 73.00000 146.00| 85.00000 170.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 3,325,425.62| $ 3,487,753.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,325,425.62| $ 3,487,753.80| 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