INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/16/04 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,323,188.59 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27444-C COUNTIES : WABASH LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/19/06 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9985023 9985023 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 3,315,854.55 100.0000% ==================================================================================================================================== |(1) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 80000.00000 80000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1096.00000 26304.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 168500.00000 168500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 200000.00000 200000.00| | CLEARING RIGHT OF WAY | | | 0007 202-51328 LUMP| 107161.00000 107161.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-91385 8.000 EACH| 400.00000 3200.00| | INLET, REMOVE | | | 0009 202-93047 2.000 EACH| 415.00000 830.00| | MANHOLE, REMOVE | | | 0010 203-02000 5690.000 CYS | 24.00000 136560.00| | EXCAVATION, COMMON | | | 0011 203-02010 2900.000 CYS | 1.00000 2900.00| | EXCAVATION, ROCK | | | 0012 205-06933 9.000 EACH| 55.00000 495.00| | TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 2202.000 LFT | 1.30000 2862.60| | TEMPORARY SILT FENCE | | | 0014 210-08248 16235.000 SYS | 10.00000 162350.00| | SUBGRADE TREATMENT | | | 0015 210-08249 60.000 SYS | 365.00000 21900.00| | RETAINING WALL , PRECAST CONCRETE UNITS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/16/04 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,323,188.59 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27444-C COUNTIES : WABASH LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 211-07454 13330.000 CYS | 13.30000 177289.00| | STRUCTURE BACKFILL | | | 0017 301-07448 6075.000 TON | 16.50000 100237.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 465.000 TON | 13.00000 6045.00| | COMPACTED AGGREGATE, NO. 73 | | | 0019 304-07492 110.000 TON | 70.00000 7700.00| | WIDENING WITH HMA, TYPE A | | | 0020 306-08033 925.000 SYS | 5.00000 4625.00| | MILLING, ASPHALT, 1 IN. | | | 0021 401-07320 1550.000 TON | 43.20000 66960.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0022 401-07389 1960.000 TON | 41.75000 81830.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0023 401-07406 3405.000 TON | 38.00000 129390.00| | QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0024 405-05517 35.000 TON | 470.00000 16450.00| | ASPHALT FOR PRIME COAT | | | 0025 406-05520 11.000 TON | 325.00000 3575.00| | ASPHALT FOR TACK COAT | | | 0026 604-06070 3575.000 SYS | 36.00000 128700.00| | SIDEWALK, CONCRETE | | | 0027 604-07900 31.000 SYS | 150.00000 4650.00| | CURB RAMP, CONCRETE, F | | | 0028 604-07901 127.000 SYS | 150.00000 19050.00| | CURB RAMP, CONCRETE, G | | | 0029 604-07902 838.000 SYS | 150.00000 125700.00| | CURB RAMP, CONCRETE, H | | | 0030 604-44251 8.000 CYS | 780.00000 6240.00| | STEPS, CONCRETE | | | 0031 605-06120 110.000 LFT | 27.00000 2970.00| | CURB, CONCRETE | | | 0032 605-06155 7430.000 LFT | 12.00000 89160.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0033 610-07486 1325.000 TON | 54.20000 71815.00| | HMA FOR APPROACHES, TYPE A | | | 0034 611-05330 1960.000 SYS | 45.00000 88200.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0035 611-06497 14.000 EACH| 150.00000 2100.00| | MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/16/04 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,323,188.59 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27444-C COUNTIES : WABASH LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06567 36.000 MG | 2.50000 90.00| | WATER | | | 0037 621-06575 9000.000 SYS | 2.50000 22500.00| | SODDING, NURSERY | | | 0038 702-44240 34.000 CYS | 1134.00000 38556.00| | CONCRETE, A, STRUCTURES | | | 0039 703-06029 3425.000 LBS | 1.05000 3596.25| | REINFORCING BARS, EPOXY COATED | | | 0040 703-51030 1050.000 LBS | 0.95000 997.50| | REINFORCING STEEL | | | 0041 715-05149 1370.000 LFT | 30.00000 41100.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0042 715-05151 405.000 LFT | 50.00000 20250.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0043 715-05152 170.000 LFT | 50.00000 8500.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0044 715-05154 1180.000 LFT | 55.00000 64900.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0045 715-05156 1885.000 LFT | 75.00000 141375.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0046 715-05159 1885.000 LFT | 150.00000 282750.00| | PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0047 715-05168 24.000 LFT | 19.00000 456.00| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0048 715-05388 1.000 EACH| 1155.00000 1155.00| | ACCESS DOOR , ALUMINUM, 24"X24" | | | 0049 715-05408 680.000 LFT | 31.00000 21080.00| | PIPE, SANITARY SEWER, 8 IN. | | | 0050 715-05409 910.000 LFT | 31.00000 28210.00| | PIPE, SANITARY SEWER, 10 IN. | | | 0051 715-05411 2315.000 LFT | 55.00000 127325.00| | PIPE, SANITARY SEWER, 12 IN. | | | 0052 715-05711 1530.000 LFT | 40.00000 61200.00| | PIPE, SANITARY SEWER, 6 IN. | | | 0053 715-46000 2.000 EACH| 250.00000 500.00| | PIPE END SECTION, 12 IN. | | | 0054 720-03194 20.000 EACH| 3500.00000 70000.00| | MANHOLE , I(WB)-A(WB) | | | 0055 720-44000 3.000 EACH| 500.00000 1500.00| | CASTING, ADJUST TO GRADE | | | 0056 720-45045 31.000 EACH| 1500.00000 46500.00| | INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/16/04 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,323,188.59 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27444-C COUNTIES : WABASH LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 720-45055 8.000 EACH| 1500.00000 12000.00| | INLET, M10 | | | 0058 720-45270 8.000 EACH| 1000.00000 8000.00| | PIPE CATCH BASIN, 18 IN. | | | 0059 720-45410 11.000 EACH| 2700.00000 29700.00| | MANHOLE, C4 | | | 0060 720-94612 7.000 EACH| 7800.00000 54600.00| | MANHOLE, K4 | | | 0061 720-95422 11.000 EACH| 4500.00000 49500.00| | MANHOLE, J4 | | | 0062 720-98174 4.000 EACH| 2100.00000 8400.00| | INLET, B15 | | | 0063 732-07653 20.000 TON | 50.00000 1000.00| | COARSE AGGREGATE, NO. 8 | | | 0064 801-03290 8.000 EACH| 50.00000 400.00| | CONSTRUCTION SIGN, C | | | 0065 801-04308 12.000 EACH| 435.00000 5220.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06207 1880.000 LFT | 0.75000 1410.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0067 801-06625 39.000 EACH| 150.00000 5850.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 33.000 EACH| 235.00000 7755.00| | CONSTRUCTION SIGN, A | | | 0069 801-06645 2.000 EACH| 1.00000 2.00| | CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP| 80000.00000 80000.00| | MAINTAINING TRAFFIC | | | 0071 801-07119 370.000 LFT | 15.95000 5901.50| | BARRICADE, III-B | | | 0072 802-05701 620.000 LFT | 16.45000 10199.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0073 802-76025 361.000 SFT | 6.25000 2256.25| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0074 802-76035 58.000 SFT | 7.40000 429.20| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0075 808-06703 285.000 LFT | 0.35000 99.75| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/16/04 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,323,188.59 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27444-C COUNTIES : WABASH LETTING DATE : 08/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 808-06705 130.000 LFT | 1.15000 149.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0077 808-75240 370.000 LFT | 0.35000 129.50| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0078 808-75245 6595.000 LFT | 0.35000 2308.25| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0079 808-75260 50.000 LFT | 1.80000 90.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0080 808-75297 305.000 LFT | 3.55000 1082.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0081 808-75300 1200.000 LFT | 0.90000 1080.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 3,315,854.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,315,854.55| | ====================================================================================================================================