BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT090429 CALL ORDER: 001 PROPOSAL ID: T2252 DISTRICT: 02 COUNTIES : ALACHUA , , , ROAD NAME : SR 200 (US 301) LIMITS : CSX RAILROAD OVERPASS FINPROJ NO(S): 42302815201 (*) FEDERAL AID NO: 3114030P WORK MIX: INTERCHANGE (MODIFY) TOTAL ROADWAY LENGTH: 1.693 MILES CONTRACT DAYS: 625 TOTAL BRIDGE LENGTH: 0.053 MILES LETTING DATE : 04/29/09 TOTAL PROPOSAL LENGTH: 1.746 MILES CONTRACT EXECUTION DAYS: 10 SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 15 DAYS PROPOSAL BUDGET ESTIMATE: $ 21,059,781.00 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 May 11, 2009. THERE WILL BE A MANDATORY PRE-BID CONFERENCE FOR THIS PROJECT AT 1:30 PM ON THURSDAY, MARCH 26, 2009 AT THE FLORIDA DEPARTMENT OF TRANSPORTATION, GAINESVILLE MAINTENANCE AUDITORIUM, 5301 NE 39TH AVE., GAINESVILLE, FL 32609. IF YOU HAVE ANY QUESTIONS CONCERNING THIS MATTER, PLEASE CONTACT LORI WILLIAMS AT (352) 381-4200. 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 a new overpass of SR 26 over CSX Railroad and SR 200 (US 301) (New Bridge No. 260114). This includes realignment of existing SR 26, new roadway construction, earthwork, milling and resurfacing, signing and pavement markings and other miscellaneous associated items. ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- <<<<<<<<<<<< SECTION 0001 STRUCTURES >>>>>>>>>>>> 0400 2 4 CONC CLASS II, SUPERSTRUCTURE CY 399.700 0400 2 10 CONCRETE CLASS II, APPROACH SLABS CY 113.700 0400 4 5 CONCRETE CLASS IV, SUBSTRUCTURE CY 151.000 0400 4 25 CONCRETE CLASS IV, MASS, SUBSTRUCTURE CY 122.900 0400 9 BRIDGE DECK GROOVING & PLANING, DECK 8.5"&> SY 1,379.000 0400147 COMPOSITE NEOPRENE PADS CF 8.700 0415 1 4 REINFORCING STEEL - SUPERSTRUCTURE LB 87,641.000 0415 1 5 REINFORCING STEEL- SUBSTRUCTURE LB 39,530.000 0415 1 9 REINFORCING STEEL- APPROACH SLABS LB 21,238.000 0450 1 4 PRESTRESSED BEAMS, TYPE V LF 1,378.000 0455 34 3 PRESTRESSED CONCRETE PILING, 18" SQ LF 3,325.000 0455143 3 TEST PILES-PRESTRESSED CONCRETE,18" SQ LF 1,110.000 0455146 EMBEDDED DATA COLLECTOR EA 10.000 0458 1 11 BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I LF 185.000 POURED JOINT WITH BACKER ROD 0459 71 PILES, POLYETHYLENE SHEETING SY 608.000 0521 5 1 CONCRETE TRAFFIC RAILING, BRIDGE 32" F - SHAPE LF 678.000 0524 1 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 31.000 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 45.300 0548 12 RETAINING WALL SYSTEM, PERMANENT, EXCLUDING BARRIER SF 10,709.000 <<<<<<<<<<<< SECTION 0002 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION (42302815201) LS 1.000 0102 1 MAINTENANCE OF TRAFFIC (42302815201) LS 1.000 0102 14 TRAFFIC CONTROL OFFICER MH 120.000 0102 60 WORK ZONE SIGN ED 24,885.000 0102 71 11 BARRIER WALL, TEMPORARY, F&I, CONCRETE LF 3,685.000 0102 71 21 BARRIER WALL, TEMPORARY, RELOCATE, CONCRETE LF 3,492.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 29,560.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 3,700.000 0102 76 ADVANCE WARNING ARROW PANEL ED 300.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 4,325.000 CALL ORDER : 001 PROPOSAL ID : T2252 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 2,062.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 23,178.000 0102 89 7 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 13.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 1,210.000 0102911 2 PAVEMENT MARKING REMOVABLE, WHITE-BLACK,SOLID LF 12,878.000 0102912 1 PAVT MARKING REMOVABLE, YELLOW, SKIP LF 500.000 0102912 2 PAVEMENT MARKING REMOVABLE, YELLOW, SOLID LF 4,424.000 0104 1 ARTIFICIAL COVERINGS FOR EROSION CONTROL SY 1,535.000 0104 5 SANDBAGGING CY 312.000 0104 6 TEMPORARY SLOPE DRAIN LF 1,140.000 0104 10 2 SYNTHETIC BALES LF 24,138.000 0104 11 FLOATING TURBIDITY BARRIER LF 2,000.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 45,168.000 0104 16 ROCK BAG EA 570.000 0110 1 1 CLEARING & GRUBBING (42302815201) LS 1.000 0110 7 1 MAILBOX, F&I SINGLE EA 6.000 0120 1 REGULAR EXCAVATION CY 66,825.000 0120 4 SUBSOIL EXCAVATION CY 10,182.000 0120 6 EMBANKMENT CY 450,409.000 0160 4 TYPE B STABILIZATION SY 71,638.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 16,423.000 0285709 OPTIONAL BASE, BASE GROUP 09 SY 35,935.000 0334 1 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 7,365.000 0337 7 43 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, PG TN 4,600.000 76-22 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 255.000 0400 1 2 CONCRETE CLASS I, ENDWALLS CY 57.080 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 5.000 0400 4 1 CONCRETE CLASS IV, CULVERTS CY 250.000 0415 1 1 REINF STEEL- ROADWAY LB 60,490.000 0425 1511 INLETS, DT BOT, TYPE B, <10' EA 12.000 0425 1551 INLETS, DT BOT, TYPE E, <10' EA 14.000 0425 1589 INLETS, DT BOT, TYPE H, MODIFY EA 2.000 0425 1701 INLETS, GUTTER, TYPE S, <10' EA 23.000 0425 1891 INLETS, BARRIER WALL, <10' EA 10.000 0425 2 61 MANHOLES, P-8, <10' EA 13.000 0425 2 91 MANHOLES, J-8, <10' EA 3.000 0430 94 2 DESILTING PIPE, 25 - 36" LF 68.000 0430173101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 86.000 GUTTER DRAIN 0430174101 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 0-24"SD LF 86.000 0430174201 PIPE CULVERT, OPTIONAL MATERIAL, OTHER - ELLIP/ARCH, LF 334.000 0-24"SD 0430174202 PIPE CULVERT, OPTIONAL MATERIAL, OTHER - ELLIP/ARCH, LF 50.000 25-36"SD 0430175101 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 0-24"S/CD LF 8,735.000 0430175102 PIPE CULVERT, OPT MATERIAL, ROUND, 25-36"S/CD LF 2,972.000 0430175201 PIPE CULVERT,OPTIONAL MATERIAL,OTHER-ELIP/ARCH, LF 419.000 0-24"S/CD 0430175202 PIPE CULVERT, OPT MATERIAL, OTHER - ELIP/ARCH, LF 183.000 25-36"S/CD 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 8.000 0430982129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 1.000 0430982133 MITERED END SECTION, OPTIONAL ROUND, 30" CD EA 4.000 0430982633 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 30" EA 1.000 CD 0430984125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 2.000 0430984629 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 24" SD EA 4.000 0430984633 MITERED END SECT, OPTIONAL /ELLIP/ARCH, 30" SD EA 2.000 0520 6 SHOULDER GUTTER- CONCRETE LF 12,628.000 0521 72 4 SHOULDER CONCRETE BARRIER WALL, RIGID RETAINING LF 1,414.000 0524 1 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 26.000 0524 1 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 359.000 0530 1 RIPRAP, SAND-CEMENT CY 44.500 0536 1 1 GUARDRAIL -ROADWAY LF 7,187.500 0536 1 3 GUARDRAIL- ROADWAY, DOUBLE FACE LF 150.000 0536 85 22 GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED EA 8.000 CALL ORDER : 001 PROPOSAL ID : T2252 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0536 85 24 GUARDRAIL END ANCHORAGE ASSEMBLY- PARALLEL EA 2.000 0536 85 25 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE II EA 2.000 0544 75 14 CRASH CUSHION - VEHICULAR IMPACT ATTENUATOR, QUADGUARD EA 8.000 0550 10110 FENCING, TYPE A, 0.0-5.0', STANDARD LF 4,202.000 0550 60125 FENCE GATE, TYPE A, DOUBLE, 20.1-24.0' OPENING EA 3.000 0570 1 1 PERFORMANCE TURF SY 95,619.000 0570 1 2 PERFORMANCE TURF, SOD SY 56,266.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 8.195 0710 11125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" LF 360.000 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" NM 7.822 0710 11224 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 18" LF 662.000 0999 16 PARTNERING, DO NOT BID (42302815201) LS 1.000 0999 20 DISPUTES REVIEW BOARD, DO NOT BID DA 23.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (42302815201) LS 1.000 <<<<<<<<<<<< SECTION 0003 SIGNING >>>>>>>>>>>> 0700 20 11 SINGLE POST SIGN, F&I, LESS THAN 12 SF AS 41.000 0700 20 12 SINGLE POST SIGN, F&I, 12-20 SF AS 7.000 0705 10 1 OBJECT MARKER, TYPE 1 EA 6.000 0705 10 4 OBJECT MARKER, TYPE 4 EA 3.000 0705 11 1 DELINEATOR, FLEXIBLE TUBULAR EA 5.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000 (20783115201) 0711 11111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" NM 0.129 0711 11211 THERMOPLASTIC, STANDARD,YELLOW, SOLID, 6" NM 0.129