BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT090429 CALL ORDER: 018 PROPOSAL ID: T3207 DISTRICT: 03 COUNTIES : WAKULLA , , , ROAD NAME : SR 30 (US 98) LIMITS : AT WAKULLA RIVER BR (BR NO. 590022) FINPROJ NO(S): 22049915201 (*) FEDERAL AID NO: 4224058C WORK MIX: BRIDGE REPLACEMENT TOTAL ROADWAY LENGTH: 1.467 MILES CONTRACT DAYS: 370 TOTAL BRIDGE LENGTH: 0.074 MILES LETTING DATE : 04/29/09 TOTAL PROPOSAL LENGTH: 1.541 MILES CONTRACT EXECUTION DAYS: 10 SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 15 DAYS PROPOSAL BUDGET ESTIMATE: $ 6,665,080.00 PROPOSAL PACKAGE FEE: $5.00 DESCRIPTION: The department anticipates awarding this project within 15 days. An additional posting date has been added due to an anticipated posting of April 6, 2009. THERE WILL BE A MANDATORY PRE-BID CONFERENCE FOR THIS PROJECT AT 10:00 AM ON WEDNESDAY, FEBRUARY 11, 2009 AT THE FLORIDA DEPARTMENT OF TRANSPORTATION, DISTRICT 3 MIDWAY OPERATIONS CENTER, 17 COMMERCE BLVD., MIDWAY, FL 32343-6601. IF YOU HAVE ANY QUESTIONS CONCERNING THIS MATTER, PLEASE CONTACT RICK STOUTAMIRE AT (850) 922-7900. THIS PRE-BID CONFERENCE IS MANDATORY BECAUSE OF THE COMPLEXITY OF THE PROJECT. ONLY PLANS AND SPECIFICATIONS WILL BE AVAILABLE PRIOR TO THE PRE-BID CONFERENCE. THE PROSPECTIVE BIDDER SHALL BE PREQUALIFIED ACCORDING TO THE REQUIREMENTS OF FDOT RULE CHAPTER 14-22 AND SECTION 2-1 OF THE 2007 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. PROPOSALS (BIDDING DOCUMENTS) WILL BE ISSUED ONLY TO THE PROSPECTIVE BIDDERS WHO HAVE ATTENDED THE PRE-BID CONFERENCE AND MET THE FLORIDA DEPARTMENT OF TRANSPORTATION QUALIFICATIONS FOR THIS PROJECT. IT IS SUGGESTED THAT PROSPECTIVE BIDDERS REQUEST PROPOSALS (BIDDING DOCUMENTS) PRIOR TO THE PRE-BID CONFERENCE TO ALLOW FOR PROCESSING. The improvements under this contract consist of milling, resurfacing, replacing Br. No. 590022, drainage and safety improvements, signing and pavement markings on SR 30. ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- <<<<<<<<<<<< SECTION 0001 STRUCTURES >>>>>>>>>>>> 0110 3 REMOVAL OF EXISTING STRUCTURE (22049915201) LS 1.000 0400 2 4 CONC CLASS II, SUPERSTRUCTURE CY 612.100 0400 2 10 CONCRETE CLASS II, APPROACH SLABS CY 124.900 0400 4 5 CONCRETE CLASS IV, SUBSTRUCTURE CY 292.600 0400 9 BRIDGE DECK GROOVING & PLANING, DECK 8.5"&> SY 1,926.000 0400147 COMPOSITE NEOPRENE PADS CF 27.000 0415 1 4 REINFORCING STEEL - SUPERSTRUCTURE LB 114,685.000 0415 1 5 REINFORCING STEEL- SUBSTRUCTURE LB 44,959.000 0415 1 9 REINFORCING STEEL- APPROACH SLABS LB 23,238.000 0450 1 2 PRESTRESSED BEAMS, TYPE III LF 2,311.000 0455 88 4 DRILLED SHAFT, 42" DIA LF 782.000 0455107 4 DRILLED SHAFT CASING, 42" DIAMETER LF 336.000 0455111 CORE-PILOT HOLE, DRILLED SHAFT EXCAVATION LF 221.000 0455122 4 EXCAVATION UNCLASSIFIED SHAFT, 42" DIA LF 593.000 0458 1 12 BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I LF 103.000 STRIP SEAL 0460 70 2 ALUMINUM BULLET RAILINGS, DOUBLE RAIL LF 450.000 0521 5 1 CONCRETE TRAFFIC RAILING, BRIDGE 32" F - SHAPE LF 900.000 0521 6 1 CONCRETE PARAPET, PEDEST/BICYCLE LF 450.000 0530 1 RIPRAP, SAND-CEMENT CY 40.400 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 1,186.400 0530 74 BEDDING STONE TN 422.500 0700 48 18 SIGN PANELS, F & I, 15 OR < EA 6.000 <<<<<<<<<<<< SECTION 0002 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION (22049915201) LS 1.000 0102 1 MAINTENANCE OF TRAFFIC (22049915201) LS 1.000 0102 2 1 SPECIAL DETOUR 1 (22049915201) LS 1.000 0102 2 2 SPECIAL DETOUR 2 (22049915201) LS 1.000 0102 3 COMMERCIAL MATERIAL FOR DRIVEWAY MAINTENANCE CY 250.000 0102 60 WORK ZONE SIGN ED 8,263.000 0102 61 BUSINESS SIGN EA 1.000 0102 71 13 BARRIER WALL, TEMPORARY, F&I, LOW PROFILE, CONCRETE LF 828.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 54,538.000 CALL ORDER : 001 PROPOSAL ID : T3207 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 3,096.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 2,473.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 998.000 0104 10 2 SYNTHETIC BALES LF 88.000 0104 11 FLOATING TURBIDITY BARRIER LF 502.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 12,638.000 0104 13 2 STAKED SILT FENCE, TYPE IV LF 3,266.000 0104 15 SOIL TRACKING PREVENTION DEVICE EA 2.000 0104 16 ROCK BAG EA 160.000 0110 1 1 CLEARING & GRUBBING (22049915201) LS 1.000 0110 7 1 MAILBOX, F&I SINGLE EA 10.000 0120 4 SUBSOIL EXCAVATION CY 2,964.000 0120 6 EMBANKMENT CY 41,334.000 0160 4 TYPE B STABILIZATION SY 21,280.000 0162 1 11 PREPARED SOIL LAYER, FINISH SOIL LAYER, 6" SY 30,932.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 4,914.000 0285704 OPTIONAL BASE, BASE GROUP 04 SY 794.000 0285706 OPTIONAL BASE, BASE GROUP 06 SY 11,125.000 0286 1 TURNOUT CONSTRUCTION SY 463.000 0327 70 6 MILLING EXIST ASPH PAVT, 1 1/2" AVG DEPTH SY 12,901.000 0334 1 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 2,783.500 0337 7 31 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC B, FC-12.5, TN 2,443.200 RUBBER 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 72.200 0425 1551 INLETS, DT BOT, TYPE E, <10' EA 6.000 0425 2 71 MANHOLES, J-7, <10' EA 2.000 0430174101 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 0-24"SD LF 48.000 0430175101 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 0-24"S/CD LF 177.000 0430613325 U-ENDWALL, WITH BAFFLES & GRATE, STD 261,1:2 SLOPE, EA 2.000 18"PIPE 0430984125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 2.000 0443 70 3 FRENCH DRAIN, 18" LF 238.000 0522 1 SIDEWALK CONCRETE, 4" THICK SY 86.000 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 1,589.000 0536 1 1 GUARDRAIL -ROADWAY LF 907.000 0536 2 GUARDRAIL- SHOP-BENT PANELS LF 75.000 0536 73 GUARDRAIL REMOVAL LF 1,810.000 0536 85 22 GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED EA 2.000 0536 85 26 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE CRT EA 2.000 0570 1 1 PERFORMANCE TURF SY 25,245.000 0570 1 2 PERFORMANCE TURF, SOD SY 5,687.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 4.437 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" NM 9.283 0908170 1 DEEP SOIL MIXING, DRY CY 4,867.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (22049915201) LS 1.000 <<<<<<<<<<<< SECTION 0003 SIGNING >>>>>>>>>>>> 0700 20 11 SINGLE POST SIGN, F&I, LESS THAN 12 SF AS 3.000 0700 20 12 SINGLE POST SIGN, F&I, 12-20 SF AS 2.000 0700 20 40 SINGLE POST SIGN, RELOCATE AS 2.000 0700 20 60 SINGLE POST SIGN, REMOVE AS 6.000 0700 48 48 SIGN PANELS RELOCATE, 15 OR < EA 2.000 0701 11111 AUDIBLE & VIBRATORY PAVEMENT MARKING,STANDARD,WHITE, NM 3.068 SOLID, 6" 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000 (22049915201) 0711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" LF 22.000 0711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE EA 1.000 0711 11211 THERMOPLASTIC, STANDARD,YELLOW, SOLID, 6" NM 0.726 0711 11231 THERMOPLASTIC, STANDARD, YELLOW, SKIP, 6" GM 1.218