BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT090610 CALL ORDER: 002 PROPOSAL ID: T4204 DISTRICT: 04 COUNTIES : ST LUCIE, , , ROAD NAME : SR 70 LIMITS : FROM MP 5.860 TO MP 10.216 FINPROJ NO(S): 23026235201 (*) FEDERAL AID NO: ARRA135B WORK MIX: ADD LANES & RECONSTRUCT TOTAL ROADWAY LENGTH: 4.356 MILES CONTRACT DAYS: 1016 TOTAL BRIDGE LENGTH: 0.000 MILES LETTING DATE : 06/10/09 TOTAL PROPOSAL LENGTH: 4.356 MILES CONTRACT EXECUTION DAYS: 10 SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 15 DAYS PROPOSAL BUDGET ESTIMATE: $ 32,000,000.00 PROPOSAL PACKAGE FEE: $5.00 PROPOSAL CONTAINS SECTION ALTERNATES DESCRIPTION: Ordering documents requires a State of Florida vendor number. Register at www.myfloridamarketplace. com to obtain a vendor number. Allow 3-4 days for processing. All bids must be submitted through www.bidx.com. Bidding through BidX requires a Digital ID from www.bidx.com. Allow up to 6 days to complete the Digital ID registration. American Recovery and Reinvestment Act of 2009 (ARRA) Project. The Department anticipates awarding this project within 15 days. An additional posting date has been added due to an anticipated posting of June 22, 2009. For the purpose of bidding, theDepartment has established a maximum budget of $32,000,000.00. This amount is not the Department’s official cost estimate for the work but is the budgetary constraint established for this contract. Submission of a bid under the maximum budget is not a guarantee of contract award and cannot be interpreted as an appropriate or awardable bid amount. For this contract, the Department will reject as non-responsive any bid in which the contractor submits a bid in excess of the maximum budget amount shown above. During preparation of the bid, if concerns regarding the Department’s maximum budget arise, submit a letter of budget concern to Gerry O'Reilly, (954) 777-4411, by June 3, 2009. The Department will review the letter of budget concern and determine its next course of action. This process is established to provide the opportunity for bid proposal holders for this contract to express budget constraint issues prior to submission of a bid. The improvements under this contract consist of widening from a two lane undivided arterial to a four lane divided highway on SR 70. ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- <<<<<<<<<<<< SECTION 0001 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION LS 1.000 0102 2 1 SPECIAL DETOUR 1 LS 1.000 0102 2 2 SPECIAL DETOUR 2 LS 1.000 0102 2 3 SPECIAL DETOUR 3 LS 1.000 0102 2 4 SPECIAL DETOUR 4 LS 1.000 0102 2 5 SPECIAL DETOUR 5 LS 1.000 0102 2 6 SPECIAL DETOUR 6 LS 1.000 0102 2 7 SPECIAL DETOUR 7 (23026235201) LS 1.000 0102 3 COMMERCIAL MATERIAL FOR DRIVEWAY MAINTENANCE CY 1,089.000 0102 61 BUSINESS SIGN EA 26.000 0102 71 11 BARRIER WALL, TEMPORARY, F&I, CONCRETE LF 6,289.000 0102 71 21 BARRIER WALL, TEMPORARY, RELOCATE, CONCRETE LF 15,875.000 0102 73 TEMPORARY GUARDRAIL LF 85.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 4,741.000 0102 89 7 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 44.000 0104 1 ARTIFICIAL COVERINGS FOR EROSION CONTROL SY 6,332.000 0104 10 2 SYNTHETIC BALES LF 630.000 0104 11 FLOATING TURBIDITY BARRIER LF 260.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 50,370.000 0104 15 SOIL TRACKING PREVENTION DEVICE EA 5.000 0110 1 1 CLEARING & GRUBBING LS 1.000 0110 3 REMOVAL OF EXISTING STRUCTURE LS 1.000 0120 1 REGULAR EXCAVATION CY 504,703.000 0120 4 SUBSOIL EXCAVATION CY 12,317.000 0160 4 TYPE B STABILIZATION SY 312,649.000 0285705 OPTIONAL BASE, BASE GROUP 05 SY 5,164.000 0327 70 19 MILLING EXIST ASPH PAVT, 3/4" AVG DEPTH SY 7,943.000 0334 1 23 SUPERPAVE ASPH CONC, TRAF C, PG76-22 TN 305.800 0337 7 42 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-9.5, PG TN 337.100 CALL ORDER : 002 PROPOSAL ID : T4204 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 76-22 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 2.800 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 12.000 0425 1511 INLETS, DT BOT, TYPE B, <10' EA 1.000 0425 1521 INLETS, DT BOT, TYPE C,<10' EA 45.000 0425 2 72 MANHOLES, J-7, >10' EA 1.000 0430174101 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 0-24"SD LF 588.000 0430174201 PIPE CULVERT, OPTIONAL MATERIAL, OTHER - ELLIP/ARCH, LF 321.000 0-24"SD 0430175101 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 0-24"S/CD LF 1,762.000 0430175102 PIPE CULVERT, OPT MATERIAL, ROUND, 25-36"S/CD LF 1,135.000 0430175103 PIPE CULVERT, OPT MATERIAL, ROUND, 37-48"S/CD LF 940.000 0430175105 PIPE CULVERT, OPT MATERIAL, ROUND, 60" OR > S/CD LF 1,662.000 0430175201 PIPE CULVERT,OPTIONAL MATERIAL,OTHER-ELIP/ARCH, LF 1,913.000 0-24"S/CD 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 18.000 0430982129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 10.000 0430982133 MITERED END SECTION, OPTIONAL ROUND, 30" CD EA 13.000 0430982138 MITERED END SECTION, OPTIONAL ROUND, 36" CD EA 4.000 0430982141 MITERED END SECTION, OPTIONAL ROUND, 48" CD EA 2.000 0430982625 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 18" EA 24.000 CD 0430984125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 6.000 0430984625 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 18" SD EA 4.000 0455133 3 SHEET PILING STEEL, F&I PERMANENT SF 2,967.000 0522 2 SIDEWALK CONCRETE, 6" THICK SY 75.000 0524 2 1 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 3" SY 116.000 0530 1 RIPRAP, SAND-CEMENT CY 289.400 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 66.000 0536 73 GUARDRAIL REMOVAL LF 16,668.000 0547 70 1 RIPRAP FABRIC-FORMED CONCRETE, 8" FILTER POINTS SY 415.000 0555 1 7 DIRECTIONAL BORE, 48" TO < 60" LF 300.000 0570 1 2 PERFORMANCE TURF, SOD SY 633,245.000 0571 1 13 PLASTIC EROSION MAT, TURF REINFORCED MAT, TYPE 3 SY 135.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 21.580 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" NM 21.580 0999 16 PARTNERING, DO NOT BID LS 1.000 0999 20 DISPUTES REVIEW BOARD, DO NOT BID DA 20.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID LS 1.000 <<<<<<<<<<<< BB1 SECTION 0002 ROADWAY >>>>>>>>>>>> 0102 1 MAINTENANCE OF TRAFFIC (23026235201) LS 1.000 0102 60 WORK ZONE SIGN ED 64,052.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 855,518.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 20,168.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 6,858.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 32,192.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 174.000 0102150 1 PORTABLE REGULATORY, SIGN ED 174.000 0102150 2 RADAR SPEED DISPLAY UNIT ED 174.000 0109 71 5 FIELD OFFICE,1500 SQ FT DA 1,016.000 0120 6 EMBANKMENT CY 814,278.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 75,495.000 0285709 OPTIONAL BASE, BASE GROUP 09 SY 149,487.000 0334 1 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 1,729.300 0334 1 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 35,067.300 0337 7 5 ASPHALT CONCRETE FRICTION COURSE- INC BIT/RUBBER, FC-5 TN 8,414.100 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000 <<<<<<<<<<<< BB2 SECTION 0003 ROADWAY >>>>>>>>>>>> 0102 1 MAINTENANCE OF TRAFFIC (23026235201) LS 1.000 0102 60 WORK ZONE SIGN ED 55,315.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 691,020.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 18,407.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 5,920.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 31,783.000 0109 71 5 FIELD OFFICE,1500 SQ FT DA 877.000 CALL ORDER : 002 PROPOSAL ID : T4204 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0120 6 EMBANKMENT CY 807,011.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 65,347.000 0288001 CEMENT TREATED PERMEABLE BASE CY 1,342.000 0334 1 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 15,240.200 0350 1 12 PLAIN CEMENT CONCRETE PAVEMENT, 11" SY 156,253.000 0446 71 1 EDGEDRAIN OUTLET PIPE, 4" LF 1,692.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000 <<<<<<<<<<<< SECTION 0004 SIGNING >>>>>>>>>>>> 0700 20 11 SINGLE POST SIGN, F&I, LESS THAN 12 SF AS 53.000 0700 20 12 SINGLE POST SIGN, F&I, 12-20 SF AS 22.000 0700 20 60 SINGLE POST SIGN, REMOVE AS 56.000 0705 10 1 OBJECT MARKER, TYPE 1 EA 12.000 0705 11 3 DELINEATOR, FLEXIBLE HIGH VISABILITY MEDIAN EA 15.000