BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT090610 CALL ORDER: 001 PROPOSAL ID: T3066 DISTRICT: 03 COUNTIES : OKALOOSA, , , ROAD NAME : SR 85 LIMITS : FROM GENERAL BOND BLVD TO OKALOOSA AIRPORT (BR NOS. 570145, 570148 AND 570149) FINPROJ NO(S): 22023115201 (*) FEDERAL AID NO: ARRA001B WORK MIX: ADD LANES & RECONSTRUCT TOTAL ROADWAY LENGTH: 2.016 MILES CONTRACT DAYS: 980 TOTAL BRIDGE LENGTH: 0.022 MILES LETTING DATE : 06/10/09 TOTAL PROPOSAL LENGTH: 2.038 MILES CONTRACT EXECUTION DAYS: 10 SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 15 DAYS PROPOSAL BUDGET ESTIMATE: $ 41,931,192.00 PROPOSAL PACKAGE FEE: $5.00 DESCRIPTION: DVD MEDIA 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, the Department has established a maximum budget of $41,931,192.00. 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 Steve Benak by May 22, 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 reconstruction, widening, milling and resurfacing, construction of new bridge nos. 570145, 570148 and 570149, retaining walls, drainage improvements, utility construction, lighting and signing and pavement marking on SR 85. ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- <<<<<<<<<<<< SECTION 0001 STRUCTURES >>>>>>>>>>>> 0125 1 EXCAVATION FOR STRUCTURES CY 330.000 0400 2 4 CONC CLASS II, SUPERSTRUCTURE CY 687.200 0400 2 10 CONCRETE CLASS II, APPROACH SLABS CY 302.600 0400 4 5 CONCRETE CLASS IV, SUBSTRUCTURE CY 213.400 0400 4 25 CONCRETE CLASS IV, MASS, SUBSTRUCTURE CY 173.300 0400 9 BRIDGE DECK GROOVING & PLANING, DECK 8.5"&> SY 2,496.000 0400147 COMPOSITE NEOPRENE PADS CF 16.500 0415 1 4 REINFORCING STEEL - SUPERSTRUCTURE LB 186,949.000 0415 1 5 REINFORCING STEEL- SUBSTRUCTURE LB 59,141.000 0415 1 9 REINFORCING STEEL- APPROACH SLABS LB 58,298.000 0450 1 72 PRESTRESSED BEAMS, BULB T - 72" LF 958.000 0455 34 5 PRESTRESSED CONCRETE PILING, 24" SQ LF 2,771.000 0455133 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 3,360.000 0455143 5 TEST PILES-PRESTRESSED CONCRETE,24" SQ LF 547.000 0455146 EMBEDDED DATA COLLECTOR EA 7.000 0458 1 11 BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I LF 268.000 POURED JOINT WITH BACKER ROD 0459 71 PILES, POLYETHYLENE SHEETING SY 378.000 0460 2 2 STRUCT STEEL, LOW ALLOY (22023115201) LS 1.000 0521 5 1 CONCRETE TRAFFIC RAILING, BRIDGE 32" F - SHAPE LF 1,419.000 0521 8 1 CONCRETE TRAFFIC RAILING BARRIER, RETAINING WALL SYSTEM LF 2,604.000 MOUNTED WITH SLEEPER SLAB, 32" F SHAPE 0548 12 RETAINING WALL SYSTEM, PERMANENT, EXCLUDING BARRIER SF 54,339.000 0563 3 ANTI-GRAFFITI COATING, SACRIFICIAL SF 54,809.000 <<<<<<<<<<<< SECTION 0002 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION (22023115201) LS 1.000 0102 1 MAINTENANCE OF TRAFFIC (22023115201) LS 1.000 0102 2 1 SPECIAL DETOUR 1 (22023115201) LS 1.000 CALL ORDER : 001 PROPOSAL ID : T3066 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0102 2 2 SPECIAL DETOUR 2 (22023115201) LS 1.000 0102 2 3 SPECIAL DETOUR 3 (22023115201) LS 1.000 0102 2 4 SPECIAL DETOUR 4 (22023115201) LS 1.000 0102 2 5 SPECIAL DETOUR 5 (22023115201) LS 1.000 0102 2 6 SPECIAL DETOUR 6 LS 1.000 0102 2 7 SPECIAL DETOUR 7 LS 1.000 0102 2 8 SPECIAL DETOUR 8 LS 1.000 0102 3 COMMERCIAL MATERIAL FOR DRIVEWAY MAINTENANCE CY 800.000 0102 14 TRAFFIC CONTROL OFFICER MH 40.000 0102 60 WORK ZONE SIGN ED 59,457.000 0102 71 11 BARRIER WALL, TEMPORARY, F&I, CONCRETE LF 22,910.000 0102 71 13 BARRIER WALL, TEMPORARY, F&I, LOW PROFILE, CONCRETE LF 5,882.000 0102 71 21 BARRIER WALL, TEMPORARY, RELOCATE, CONCRETE LF 19,308.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 383,034.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 5,849.000 0102 76 ADVANCE WARNING ARROW PANEL ED 743.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 11,860.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 3,339.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 76,806.000 0102 89 7 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 36.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 1,509.000 0102104 2 TEMPORARY TRAFFIC CONTROL, FIXED SIGNAL ED 700.000 0102107 TEMPORARY TRAFFIC DETECTION, INTERSECT DA 700.000 0102911 2 PAVEMENT MARKING REMOVABLE, WHITE-BLACK,SOLID LF 42,891.000 0102911 3 PAVEMENT MARKING REMOVABLE, WHITE-BLACK, OTHER SF 302.000 0102912 1 PAVT MARKING REMOVABLE, YELLOW, SKIP LF 2,928.000 0102912 2 PAVEMENT MARKING REMOVABLE, YELLOW, SOLID LF 20,213.000 0104 1 ARTIFICIAL COVERINGS FOR EROSION CONTROL SY 27,199.000 0104 5 SANDBAGGING CY 220.000 0104 6 TEMPORARY SLOPE DRAIN LF 593.000 0104 10 2 SYNTHETIC BALES LF 4,238.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 17,241.000 0104 15 SOIL TRACKING PREVENTION DEVICE EA 11.000 0104 16 ROCK BAG EA 700.000 0110 1 1 CLEARING & GRUBBING (22023115201) LS 1.000 0110 4 REMOVAL OF EXISTING CONCRETE PAVEMENT SY 194.000 0120 1 REGULAR EXCAVATION CY 177,454.000 0120 6 EMBANKMENT CY 381,971.000 0160 4 TYPE B STABILIZATION SY 182,516.000 0162 1 11 PREPARED SOIL LAYER, FINISH SOIL LAYER, 6" SY 378,781.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 40,436.000 0285709 OPTIONAL BASE, BASE GROUP 09 SY 109,641.000 0327 70 5 MILLING EXIST ASPH PAVT, 2" AVG DEPTH SY 48,244.000 0327 70 16 MILLING EXIST ASPH PAVT, 1/2" AVG DEPTH SY 2,149.000 0334 1 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 5,051.000 0334 1 23 SUPERPAVE ASPH CONC, TRAF C, PG76-22 TN 27,698.800 0337 7 22 ASPH CONC FRICTION COURSE, INC BIT, FC-5, PG76-22 TN 7,521.200 0337 7 42 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-9.5, PG TN 546.800 76-22 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 965.700 0400 1 2 CONCRETE CLASS I, ENDWALLS CY 33.400 0400 1 11 CONCRETE CLASS I, RETAINING WALLS CY 4.500 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 5.000 0425 1201 INLETS, CURB, TYPE 9, <10' EA 1.000 0425 1361 INLETS, CURB, TYPE P-6, <10' EA 1.000 0425 1515 INLETS, DT BOT, TYPE B, PARTIAL EA 1.000 0425 1521 INLETS, DT BOT, TYPE C,<10' EA 14.000 0425 1523 INLETS, DT BOT, TYPE C,JBOT, <10' EA 2.000 0425 1524 INLETS, DT BOT, TYPE C, JBOT, >10' EA 1.000 0425 1541 INLETS, DT BOT, TYPE D, <10' EA 6.000 0425 1701 INLETS, GUTTER, TYPE S, <10' EA 17.000 0425 1703 INLETS, GUTTER, TYPE S, J BOTTOM <10' EA 7.000 0425 1891 INLETS, BARRIER WALL, <10' EA 9.000 0425 2 41 MANHOLES, P-7, <10' EA 3.000 0425 2 61 MANHOLES, P-8, <10' EA 3.000 0425 2 62 MANHOLES, P-8, >10' EA 1.000 0425 2 71 MANHOLES, J-7, <10' EA 1.000 CALL ORDER : 001 PROPOSAL ID : T3066 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0425 2 91 MANHOLES, J-8, <10' EA 2.000 0425 2 92 MANHOLES, J-8, >10' EA 1.000 0425 78 INLET CAP, PRECAST EA 2.000 0430174201 PIPE CULVERT, OPTIONAL MATERIAL, OTHER - ELLIP/ARCH, LF 43.000 0-24"SD 0430175101 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 0-24"S/CD LF 7,255.000 0430175102 PIPE CULVERT, OPT MATERIAL, ROUND, 25-36"S/CD LF 1,724.000 0430175201 PIPE CULVERT,OPTIONAL MATERIAL,OTHER-ELIP/ARCH, LF 144.000 0-24"S/CD 0430611125 U-ENDWALL WITH BAFFLES, STD 261, 1:4 SLOPE, 18"PIPE EA 1.000 0430611225 U-ENDWALL WITH BAFFLES, STD 261, 1:3 SLOPE, 18"PIPE EA 1.000 0430963 1 PVC PIPE FOR BACK OF SIDEWALK, 4" LF 5.000 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 13.000 0430982129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 14.000 0430982133 MITERED END SECTION, OPTIONAL ROUND, 30" CD EA 4.000 0430982138 MITERED END SECTION, OPTIONAL ROUND, 36" CD EA 11.000 0430982625 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 18" EA 2.000 CD 0430984625 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 18" SD EA 2.000 0520 1 7 CONCRETE CURB & GUTTER, TYPE E LF 187.000 0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 363.000 0520 6 SHOULDER GUTTER- CONCRETE LF 7,479.000 0521 1 MEDIAN CONCRETE BARRIER WALL LF 1,018.000 0521 72 3 SHOULDER CONCRETE BARRIER WALL, RIGID-SHOULDER LF 111.000 0521 72 4 SHOULDER CONCRETE BARRIER WALL, RIGID RETAINING LF 600.000 0521 72 6 SHOULDER CONCRETE BARRIER WALL, PLAIN - SHOULDER LF 200.000 0524 1 1 CONCRETE DITCH PAVT, NON REINFORCED, 3" SY 267.000 0530 3 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 274.600 0536 1 1 GUARDRAIL -ROADWAY LF 7,259.000 0536 1 3 GUARDRAIL- ROADWAY, DOUBLE FACE LF 1,712.000 0536 7 SPECIAL GUARDRAIL POST EA 34.000 0536 85 22 GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED EA 5.000 0536 85 24 GUARDRAIL END ANCHORAGE ASSEMBLY- PARALLEL EA 1.000 0536 85 25 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE II EA 9.000 0544 75 40 CRASH CUSHION - VEHICULAR IMPACT ATTENUATOR, OPTIONAL EA 8.000 0550 10222 FENCING, TYPE B, 5.1-6.0, W/ VINYL COATING LF 2,589.000 0550 10231 FENCING, TYPE B, 6.1-7.0, W/ BARB WIRE ATTMT LF 7,354.000 0550 10918 FENCING, SPECIAL TYPE, 0.0-5.0', RESET EXISTING LF 129.000 0550 60234 FENCE GATE, TYPE B, SLIDING/CANTILEVER, 18.1-20.0' EA 2.000 OPENING 0556 1 4 JACK AND BORE, CASING DIAMETER 18"TO<24" LF 634.000 0556 1 5 JACK AND BORE, CASING DIAMETER 24"TO<36" LF 756.000 0570 1 1 PERFORMANCE TURF SY 299,644.000 0570 1 2 PERFORMANCE TURF, SOD SY 79,137.000 0690 10 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL EA 7.000 0690 33 2 POLE REMOVAL, DEEP, BOLT ON ATTACHMENT LF 40.000 0690 50 CONTROLLER ASSEMBLY, REMOVE, COMPLETE ASSEMBLY EA 1.000 0690 90 CONDUIT & CABLING REMOVE PI 1.000 0690100 SIGNAL EQUIPMENT MISCELLANOUS REMOVE PI 1.000 0705 10 2 OBJECT MARKER, TYPE 2 EA 82.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 20.412 0710 11122 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 8" LF 6,141.000 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 18" LF 1,484.000 0710 11125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" LF 264.000 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6" GM 22.227 0710 11170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 103.000 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" NM 20.519 0710 11224 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 18" LF 213.000 0999 20 DISPUTES REVIEW BOARD, DO NOT BID DA 33.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (22023115201) LS 1.000 <<<<<<<<<<<< SECTION 0003 SIGNING >>>>>>>>>>>> 0649 31202 MAST ARM,F&I, WIND SPEED-130,SINGLE ARM,W/0 LUMINAIRE-46 EA 1.000 0700 20 11 SINGLE POST SIGN, F&I, LESS THAN 12 SF AS 81.000 0700 20 12 SINGLE POST SIGN, F&I, 12-20 SF AS 38.000 0700 20 60 SINGLE POST SIGN, REMOVE AS 59.000 0700 21 11 MULTI- POST SIGN, F&I, 50 SF OR LESS AS 16.000 CALL ORDER : 001 PROPOSAL ID : T3066 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0700 21 13 MULTI- POST SIGN, F&I, 101 - 150 SF AS 5.000 0700 21 14 MULTI- POST SIGN, F&I, 151 - 200 SF AS 1.000 0700 21 15 MULTI- POST SIGN, F&I, 201 - 250 SF AS 1.000 0700 21 16 MULTI- POST SIGN, F&I, 251 - 300 SF AS 2.000 0700 21 60 MULTI- POST SIGN, REMOVE AS 17.000 0700 22133 OVERHEAD TRUSS SPAN SIGN,FURNISH & INSTALL, TRUSS AS 2.000 LENGTH 101-150', SIGN AREA 501-700SF 0700 23122 OVERHEAD TRUSS CANTILEVER SIGN,F&I, T 31-40, S 101-200 AS 1.000 0700 23133 OVERHEAD TRUSS CANTILEVER SIGN,F&I, T 41-50, S 201-300 AS 1.000 0700 23142 OVERHEAD TRUSS CANTILEVER SIGN,FURNISH & INSTALL TRUSS AS 1.000 LENGTH > 50, SIGN AREA 101-200 SF 0700 48 19 SIGN PANELS, F & I, 16 - 100 EA 2.000 0701 11111 AUDIBLE & VIBRATORY PAVEMENT MARKING,STANDARD,WHITE, NM 4.622 SOLID, 6" 0701 11211 AUDIBLE & VIBRATORY PAVEMENT MARKING,STANDARD,YELLOW, NM 3.727 SOLID, 6" 0705 10 1 OBJECT MARKER, TYPE 1 EA 3.000 0705 11 1 DELINEATOR, FLEXIBLE TUBULAR EA 3.000 0705 11 2 DELINEATOR, NON-FLEXIBLE EA 281.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000 (22023115201) 0711 11111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" NM 8.928 0711 11122 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" LF 11,773.000 0711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" LF 1,998.000 0711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" LF 91.000 0711 11131 THERMOPLASTIC, STANDARD, WHITE, SKIP, 6" GM 7.972 0711 11132 THERMOPLASTIC, STANDARD, WHITE, 3-9 SKIP, 8" GM 0.404 0711 11151 THERMOPLASTIC, STANDARD, WHITE, DOTTED/GUIDELINE/ 6-10 LF 470.000 GAP EXTENSION, 6" 0711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE EA 46.000 0711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 59.000 0711 11211 THERMOPLASTIC, STANDARD,YELLOW, SOLID, 6" NM 9.582 0711 11224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" LF 692.000 0711 11251 THERMOPLASTIC, STANDARD, YELLOW, DOTTED / GUIDELINE LF 24.000 /6-10 GAP EXTENSION, 6" <<<<<<<<<<<< SECTION 0004 LIGHTING >>>>>>>>>>>> 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 115.600 0555 1 1 DIRECTIONAL BORE, LESS THAN 6" LF 150.000 0715 1 12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 LF 86,033.000 0715 1 13 LIGHTING CONDUCTORS, F&I, INSULATED, NO 4 TO NO 2 LF 24,286.000 0715 1 60 LIGHTING CONDUCTORS, REMOVE & DISPOSE, CONTRACTOR OWNS LF 882.000 0715 2 11 LIGHTING - CONDUIT, F&I, UNDERGROUND LF 31,188.000 0715 2 13 LIGHTING CONDUIT, F&I, SURFACE MOUNT LF 237.000 0715 4400 LIGHT POLE COMPLETE, RELOCATE EA 3.000 0715 4600 LIGHT POLE COMPLETE, REMOVE EA 1.000 0715 7 11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA 2.000 0715 11126 LUMINAIRE, F&I, UNDER DECK, PENDANT HUNG EA 4.000 0715 14 11 LIGHTING - PULL BOX, F&I, ROADSIDE-MOULDED EA 175.000 0715 14 14 LIGHTING - PULL BOX, F&I, SURFACE MOUNT EA 8.000 0715500 1 POLE CABLE DISTRIBUTION SYSTEM, CONVENTIONAL EA 144.000 0715500 3 POLE CABLE DISTRIBUTION SYSTEM, WALL MOUNT EA 12.000 0715571135 LIGHT POLE COMPLETE- SPECIAL DESIGN, F&I INTERNAL EA 72.000 VIBRATION DAMPER, SINGLE ARM SHOULDER MOUNT, ALUMINUM, 35' 0715571145 LIGHT POLE COMPLETE- SPECIAL DESIGN, F&I INTERNAL EA 69.000 VIBRATION DAMPER, SINGLE ARM SHOULDER MOUNT, ALUMINUM, 45' 0715573145 LIGHT POLE COMPLETE- SPECIAL DESIGN, F&I, INTERNAL EA 11.000 VIBRATION DAMPER, SINGLE ARM WALL MOUNT, ALUMINUM, 45' 0715575135 LIGHT POLE COMPLETE- SPECIAL DESIGN, F&I INTERNAL EA 1.000 VIBRATION DAMPER, SINGLE ARM BRIDGE MOUNT, ALUMINUM, 35' <<<<<<<<<<<< SECTION 0005 UTILITIES >>>>>>>>>>>> 1000 5 UTILITY WORK- JPA ONLY, SEWER (22023115201) LS 1.000 1000 7 UTILITY WORK- JPA ONLY, POWER (22023115201) LS 1.000 CALL ORDER : 001 PROPOSAL ID : T3066 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 1000 8 UTILITY WORK- JPA ONLY, COMMUNICATIONS (22023115201) LS 1.000