BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT090304 CALL ORDER: 001 PROPOSAL ID: T3283 DISTRICT: 03 COUNTIES : LEON , , , ROAD NAME : SR 10 (US 90) (MAHAN DR) LIMITS : FROM CR 0353 (DEMPSEY MAYO RD) TO APEX DR FINPROJ NO(S): 21984315201 (*) FEDERAL AID NO: 4804057P WORK MIX: ADD LANES & RECONSTRUCT 21984315202 N/A ADD LANES & RECONSTRUCT 41691615201 N/A RESURFACING TOTAL ROADWAY LENGTH: 3.743 MILES CONTRACT DAYS: 1418 TOTAL BRIDGE LENGTH: 0.031 MILES LETTING DATE : 03/04/09 TOTAL PROPOSAL LENGTH: 3.774 MILES CONTRACT EXECUTION DAYS: 10 SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 15 DAYS PROPOSAL BUDGET ESTIMATE: $ 35,723,462.00 PROPOSAL PACKAGE FEE: $5.00 DESCRIPTION: DVD MEDIA. AWARD IS CONTINGENT UPON RECEIPT OF LOCAL FUNDS AND LOCAL FUND AGREEMENT. THERE WILL BE A MANDATORY PRE-BID CONFERENCE FOR THIS PROJECT AT 10:00 AM ON TUESDAY, JANUARY 13, 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 LORI KIETZER 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. For the purpose of bidding, the Department has established a maximum budget of $35,723,462.00. 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 nonresponsive 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 01/20/2009. 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 department anticipates awarding this project within 15 days. An additional posting date has been added due to an anticipated posting of March 13, 2009. The improvements under this contract consist of multilane reconstruction of SR 10 (US 90), relocation and new construction of water mains, fire hydrants, and water services, the relocation and new construction of wastewater collection (also referred to as sanitary sewers or sewers) mains, service laterals, force mains and related incidentals in conjunction, milling and resurfacing and other 3R improvements on SR 10. ----------------------------------------------------------------------------------------------- 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 (21984315201) LS 1.000 0110 3 REMOVAL OF EXISTING STRUCTURE (21984315201) LS 1.000 0120 1 REGULAR EXCAVATION CY 1,229.000 0400 2 4 CONC CLASS II, SUPERSTRUCTURE CY 390.800 0400 2 10 CONCRETE CLASS II, APPROACH SLABS CY 190.200 0400 4 5 CONCRETE CLASS IV, SUBSTRUCTURE CY 167.600 0400 9 BRIDGE DECK GROOVING & PLANING, DECK 8.5"&> SY 1,202.000 0400147 COMPOSITE NEOPRENE PADS CF 12.600 0415 1 4 REINFORCING STEEL - SUPERSTRUCTURE LB 74,422.000 0415 1 5 REINFORCING STEEL- SUBSTRUCTURE LB 22,180.000 0415 1 9 REINFORCING STEEL- APPROACH SLABS LB 35,300.000 0450 1 1 PRESTRESSED BEAMS, TYPE II LF 1,628.000 0455 18 PROTECTION OF EXISTING STRUCTURES (21984315201) LS 1.000 0455 18 PROTECTION OF EXISTING STRUCTURES (21984315201) LS 1.000 0455 34 3 PRESTRESSED CONCRETE PILING, 18" SQ LF 1,595.000 0455133 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 2,380.000 0455143 3 TEST PILES-PRESTRESSED CONCRETE,18" SQ LF 650.000 0455146 EMBEDDED DATA COLLECTOR EA 9.000 CALL ORDER : 001 PROPOSAL ID : T3283 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0458 1 11 BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I LF 156.000 POURED JOINT WITH BACKER ROD 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 60.200 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 1,529.000 0530 74 BEDDING STONE TN 544.600 <<<<<<<<<<<< SECTION 0002 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION (41691615201) LS 1.000 0101 1 MOBILIZATION (21984315201) LS 1.000 0102 1 MAINTENANCE OF TRAFFIC (21984315201) LS 1.000 0102 1 MAINTENANCE OF TRAFFIC (21984315202) LS 1.000 0102 1 MAINTENANCE OF TRAFFIC (41691615201) LS 1.000 0102 3 COMMERCIAL MATERIAL FOR DRIVEWAY MAINTENANCE CY 1,550.000 0102 14 TRAFFIC CONTROL OFFICER MH 160.000 0102 60 WORK ZONE SIGN ED 127,389.000 0102 61 BUSINESS SIGN EA 11.000 0102 71 13 BARRIER WALL, TEMPORARY, F&I, LOW PROFILE, CONCRETE LF 31,956.000 0102 71 23 BARRIER WALL, TEMPORARY, RELOCATE, LOW PROFILE, CONCRETE LF 42,000.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 968,567.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 238,028.000 0102 76 ADVANCE WARNING ARROW PANEL ED 2,915.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 49,180.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 4,166.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 4,197.000 0102911 1 PAVEMENT MARKING REMOVABLE, WHITE-BLACK, SKIP LF 1,980.000 0102911 2 PAVEMENT MARKING REMOVABLE, WHITE-BLACK,SOLID LF 1,980.000 0102912 2 PAVEMENT MARKING REMOVABLE, YELLOW, SOLID LF 1,980.000 0104 1 ARTIFICIAL COVERINGS FOR EROSION CONTROL SY 10,241.000 0104 7 SEDIMENT BASIN EA 3.000 0104 9 SEDIMENT BASIN CLEANOUT EA 3.000 0104 10 2 SYNTHETIC BALES LF 1,575.000 0104 11 FLOATING TURBIDITY BARRIER LF 730.000 0104 12 STAKED TURBIDITY BARRIER LF 1,662.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 148,050.000 0104 13 2 STAKED SILT FENCE, TYPE IV LF 4,244.000 0104 15 SOIL TRACKING PREVENTION DEVICE EA 9.000 0104 16 ROCK BAG EA 3,040.000 0110 1 1 CLEARING & GRUBBING (21984315201) LS 1.000 0110 1 1 CLEARING & GRUBBING (41691615201) LS 1.000 0110 4 REMOVAL OF EXISTING CONCRETE PAVEMENT SY 15,837.000 0110 7 1 MAILBOX, F&I SINGLE EA 52.000 0120 1 REGULAR EXCAVATION CY 118,381.000 0120 4 SUBSOIL EXCAVATION CY 74,737.000 0120 6 EMBANKMENT CY 149,485.000 0120 71 REGULAR EXCAVATION (3-R PROJECTS ONLY) (41691615201) LS 1.000 0145 2 GEOSYNTHETIC REINFORCED FOUNDATION OVER SOFT SOIL SY 38.000 0160 4 TYPE B STABILIZATION SY 144,012.000 0162 1 11 PREPARED SOIL LAYER, FINISH SOIL LAYER, 6" SY 160,411.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 3,201.000 0285706 OPTIONAL BASE, BASE GROUP 06 SY 4,908.000 0285709 OPTIONAL BASE, BASE GROUP 09 SY 121,977.000 0327 70 1 MILLING EXIST ASPH PAVT, 1" AVG DEPTH SY 6,860.000 0327 70 4 MILLING EXIST ASPH PAVT, 3" AVG DEPTH SY 29,472.000 0334 1 23 SUPERPAVE ASPH CONC, TRAF C, PG76-22 TN 20,415.500 0337 7 42 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-9.5, PG TN 8,443.300 76-22 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 7.400 0400 1 2 CONCRETE CLASS I, ENDWALLS CY 26.000 0400 1 11 CONCRETE CLASS I, RETAINING WALLS CY 325.600 0400 4 11 CONC CLASS IV, RETAINING WALLS CY 1,080.900 0415 1 3 REINFORCING STEEL- RETAINING WALL LB 115,272.000 0415 1 6 REINFORCING STEEL- MISCELLANEOUS LB 146.000 0425 1203 INLETS, CURB, TYPE 9, J BOT, <10' EA 1.000 0425 1315 INLETS, CURB TYPE P-1, PARTIAL EA 1.000 CALL ORDER : 001 PROPOSAL ID : T3283 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0425 1331 INLETS, CURB, TYPE P-3, <10' EA 1.000 0425 1341 INLETS, CURB, TYPE P-4, <10' EA 1.000 0425 1351 INLETS, CURB, TYPE P-5, <10' EA 112.000 0425 1355 INLETS, CURB, TYPE P-5, PARTIAL EA 5.000 0425 1361 INLETS, CURB, TYPE P-6, <10' EA 12.000 0425 1451 INLETS, CURB, TYPE J-5, <10' EA 8.000 0425 1452 INLETS, CURB, TYPE J-5, >10' EA 1.000 0425 1461 INLETS, CURB, TYPE J-6, <10' EA 1.000 0425 1521 INLETS, DT BOT, TYPE C,<10' EA 12.000 0425 1531 INLETS, DT BOT, TYPE C, MODIFIED, <10'' EA 29.000 0425 1541 INLETS, DT BOT, TYPE D, <10' EA 6.000 0425 1543 INLETS, DITCH BOTTOM, TYPE D, J BOT, <10' EA 1.000 0425 1549 INLETS, DT BOT, TYPE D, MODIFY EA 5.000 0425 1581 INLETS, DT BOT, TYPE H, <10' EA 1.000 0425 1711 INLETS, GUTTER, TYPE V, <10' EA 1.000 0425 1881 INLETS, BARRIER WALL, RIGID, CURB & GUTTER, <10' EA 3.000 0425 1883 INLETS, BARRIER WALL, RIGID, CURB & GUTTER, J BOT<10' EA 1.000 0425 2 41 MANHOLES, P-7, <10' EA 3.000 0425 2 61 MANHOLES, P-8, <10' EA 5.000 0425 2 62 MANHOLES, P-8, >10' EA 2.000 0425 2 71 MANHOLES, J-7, <10' EA 5.000 0425 2 91 MANHOLES, J-8, <10' EA 9.000 0425 2 92 MANHOLES, J-8, >10' EA 3.000 0425 3 63 JUNCTION BOXES, DRAINAGE, J-7, PARTIAL EA 1.000 0425 3 81 JUNCTION BOX, DRAINAGE, SPECIAL, < 10' EA 1.000 0430174101 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 0-24"SD LF 314.000 0430174201 PIPE CULVERT, OPTIONAL MATERIAL, OTHER - ELLIP/ARCH, LF 252.000 0-24"SD 0430175101 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 0-24"S/CD LF 25,735.000 0430175102 PIPE CULVERT, OPT MATERIAL, ROUND, 25-36"S/CD LF 2,025.000 0430175201 PIPE CULVERT,OPTIONAL MATERIAL,OTHER-ELIP/ARCH, LF 1,540.000 0-24"S/CD 0430175202 PIPE CULVERT, OPT MATERIAL, OTHER - ELIP/ARCH, LF 687.000 25-36"S/CD 0430175203 PIPE CULVERT, OPT MATERIAL, OTHER - ELIP/ARCH, LF 358.000 37-48"S/CD 0430611325 U-ENDWALL WITH BAFFLES, STD 261, 1:2 SLOPE, 18"PIPE EA 1.000 0430612333 U-ENDWALL, GRATE, STD 261, 1:2 SLOPE, 30" PIPE EA 1.000 0430830 PIPE FILLING AND PLUGGING CY 6.800 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 7.000 0430982129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 2.000 0430982133 MITERED END SECTION, OPTIONAL ROUND, 30" CD EA 1.000 0430982138 MITERED END SECTION, OPTIONAL ROUND, 36" CD EA 2.000 0430982625 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 18" EA 1.000 CD 0430982629 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 24" EA 4.000 CD 0430982640 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 42" EA 2.000 CD 0430984125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 13.000 0430984129 MITERED END SECTION, OPTIONAL ROUND, 24" SD EA 5.000 0430984625 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 18" SD EA 14.000 0440 1 50 UNDERDRAIN, TYPE V LF 2,555.000 0440 73 2 UNDERDRAIN OUTLET PIPE, 6" LF 103.000 0514 72 LINER IMPERMEABLE PVC SY 2,893.000 0515 1 2 PIPE HANDRAIL - GUIDERAIL, ALUMINUM LF 616.000 0515 2302 PEDESTRIAN, BICYCLE RAILING, ALUMINUM ONLY,54" PICKET LF 1,743.000 RAIL 0520 1 7 CONCRETE CURB & GUTTER, TYPE E LF 25,188.000 0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 36,117.000 0520 5 16 TRAFFIC SEPARATOR CONCRETE- TYPE I, 8.5' WIDE LF 3,341.000 0521 72 5 SHOULDER CONCRETE BARRIER WALL, RIGID-CURB & GUTTER LF 852.000 0522 1 SIDEWALK CONCRETE, 4" THICK SY 20,355.000 0522 2 SIDEWALK CONCRETE, 6" THICK SY 1,987.000 0524 1 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 107.000 0530 3 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 280.800 0536 1 1 GUARDRAIL -ROADWAY LF 12.500 CALL ORDER : 001 PROPOSAL ID : T3283 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0536 1 5 GUARDRAIL- ROADWAY, THRIE BEAM LF 193.750 0536 2 GUARDRAIL- SHOP-BENT PANELS LF 43.750 0536 73 GUARDRAIL REMOVAL LF 1,053.000 0536 82 GUARDRAIL ANCHORAGE- CONCRETE BARRIER WALL EA 3.000 0536 85 25 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE II EA 1.000 0544 75 14 CRASH CUSHION - VEHICULAR IMPACT ATTENUATOR, QUADGUARD EA 1.000 0550 10222 FENCING, TYPE B, 5.1-6.0, W/ VINYL COATING LF 5,805.000 0550 60222 FENCE GATE, TYPE B, DOUBLE, 6.1-12.0' OPENING EA 5.000 0550 60225 FENCE GATE , TYPE B, DOUBLE, 20.1-24' OPENING EA 1.000 0570 1 1 PERFORMANCE TURF SY 750.000 0570 1 2 PERFORMANCE TURF, SOD SY 159,661.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 20.747 0710 11122 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 8" LF 3,841.000 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 12" LF 1,999.000 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 18" LF 1,268.000 0710 11125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" LF 1,258.000 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6" GM 1.524 0710 11170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 72.000 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" NM 21.434 0710 11224 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 18" LF 4,147.000 0710 11231 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SKIP, 6" GM 0.060 0999 20 DISPUTES REVIEW BOARD, DO NOT BID DA 41.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (21984315201) LS 1.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID LS 1.000 1080 15 UTILITY FIXTURES, ADJUST & MODIFY EA 18.000 <<<<<<<<<<<< SECTION 0003 SIGNING >>>>>>>>>>>> 0700 20 11 SINGLE POST SIGN, F&I, LESS THAN 12 SF AS 132.000 0700 20 12 SINGLE POST SIGN, F&I, 12-20 SF AS 12.000 0700 20 40 SINGLE POST SIGN, RELOCATE AS 2.000 0700 20 60 SINGLE POST SIGN, REMOVE AS 68.000 0700 48 48 SIGN PANELS RELOCATE, 15 OR < EA 10.000 0705 11 1 DELINEATOR, FLEXIBLE TUBULAR EA 95.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000 (21984315201) 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000 (41691615201) 0711 11111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" NM 8.991 0711 11122 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" LF 4,139.000 0711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" LF 2,733.000 0711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" LF 1,382.000 0711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" LF 684.000 0711 11131 THERMOPLASTIC, STANDARD, WHITE, SKIP, 6" GM 7.877 0711 11151 THERMOPLASTIC, STANDARD, WHITE, DOTTED/GUIDELINE/ 6-10 LF 492.000 GAP EXTENSION, 6" 0711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE EA 160.000 0711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 107.000 0711 11211 THERMOPLASTIC, STANDARD,YELLOW, SOLID, 6" NM 9.444 0711 11224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" LF 842.000 0711 11231 THERMOPLASTIC, STANDARD, YELLOW, SKIP, 6" GM 0.060 0711 11251 THERMOPLASTIC, STANDARD, YELLOW, DOTTED / GUIDELINE LF 134.000 /6-10 GAP EXTENSION, 6" <<<<<<<<<<<< SECTION 0004 SIGNALIZATION >>>>>>>>>>>> 0555 1 1 DIRECTIONAL BORE, LESS THAN 6" LF 1,375.000 0630 1 12 CONDUIT - SIGNALS, FURNISH & INSTALL, UNDERGROUND LF 19,207.000 0630 1 13 CONDUIT - SIGNALS, FURNISH & INSTALL, UNDER EXISTING LF 2,022.000 PAVEMENT 0632 7 1 CABLE, SIGNAL, FURNISH & INSTALL PI 4.000 0635 1 11 PULL & JUNCTION BOXES, F&I, PULL BOX EA 85.000 0635 1 15 PULL & JUNCTION BOXES, F&I, FIBER OPTICS EA 45.000 0639 1 22 SIGNALS,ELECTRICAL POWER SERVICE,UNDERGROUND, PURCHASED AS 4.000 BYCONTRACTOR FROM POWER COMPANY 0639 2 1 SIGNALS, ELECTRICAL SERVICE WIRE LF 160.000 0649 31303 MAST ARM,F&I, WIND SPEED-110,SINGLE ARM,W/0 LUMINAIRE-60 EA 2.000 0649 31304 MAST ARM,F&I, WIND SPEED-110,SINGLE ARM,W/0 EA 1.000 LUMINAIRE-70.5 CALL ORDER : 001 PROPOSAL ID : T3283 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0649 31312 MAST ARM,F&I, WIND SPEED-110,DOUBLE ARM,W/0 LUMINAIRE, EA 4.000 36' AND 60' 0649 31399 MAST ARM,F&I, WIND SPEED-110, CUSTOM ARM(S) EA 1.000 0650 51111 TRAFFIC SIGNAL, F&I, 1 SECTION, 1 WAY, STANDARD AS 6.000 0650 51312 TRAFFIC SIGNAL, F&I, 3 SECTIONS, 1 WAY, LIGHT WEIGHT AS 13.000 0650 51512 TRAFFIC SIGNAL, F&I, 5 SECTIONS, 1 WAY, LIGHT WEIGHT AS 7.000 0653191 PEDESTRIAN SIGNAL, F&I, LED - COUNT DOWN, 1 DIRECTION AS 8.000 0653192 PEDESTRIAN SIGNAL, F&I, LED - COUNT DOWN, 2 DIRECTIONS AS 3.000 0659107 SIGNAL HEAD AUXILIARIES, F&I, ALUMINUM PEDESTAL EA 11.000 0660 1110 LOOP DETECTOR INDUCTIVE, F&I, TYPE 10 EA 24.000 0660 2101 LOOP ASSEMBLY- F&I, TYPE A AS 5.000 0660 2102 LOOP ASSEMBLY, F&I, TYPE B AS 36.000 0660 2106 LOOP ASSEMBLY, F&I, TYPE F AS 9.000 0663 74 11 VEHICLE DETECTOR ASSEM, F&I, OPTICAL TYPE EA 6.000 0665 11 PEDESTRIAN DETECTOR, F&I, POLE OR CONTROLLER CABINET EA 14.000 MOUNTED DETECTOR STATION & SIGN 0670 4 1 FLASHING BEACON CONTROLLER ASSEMBLY, F&I AS 1.000 0670 5120 TRAFFIC CONTROLLER ASSEMBLY, F&I, 170 AS 3.000 0680116 SYSTEM CONTROL EQUIPMENT,F&I, FIBER OPTIC, FSK MODEM EA 3.000 0684 14 SYSTEM COMMUNICATIONS CARRIER, F&I, FIBER OPTIC CABLE LF 17,251.000 0685118 SYSTEM AUXILIARIES, F&I, TELEMETRY TRANSCEIVER EA 3.000 0685139 SYSTEM AUXILIARIES, F&I, FIBER OPTIC VIDEO AMPLIFIER, EA 4.000 TRANSMITTER & RECEIVER 0686101 CLOSED CIRCUIT TV EQUIPMENT, F&I, CAMERA ASSEMBLY EA 3.000 0690 33 1 POLE REMOVAL, DEEP DIRECT BURIAL LF 80.000 0690100 SIGNAL EQUIPMENT MISCELLANOUS REMOVE PI 2.000 0699 1 1 INTERNAL ILLUM SIGN, FURNISH & INSTALL, STREET NAME EA 13.000 <<<<<<<<<<<< SECTION 0005 UTILITIES >>>>>>>>>>>> 0555 1 1 DIRECTIONAL BORE, LESS THAN 6" LF 300.000 0556 1 3 JACK AND BORE, CASING DIAMETER 12"TO<18" LF 60.000 1050 11222 UTILITY PIPE, F&I, PVC, WATER / SEWER, 2 - 4.9" LF 60.000 1050 11224 UTILITY PIPE, F&I, PVC, WATER / SEWER, 8 -19.9" LF 16,472.000 1050 11423 UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 5 - 7.9" LF 560.000 1050 11424 UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 8 - 19.9" LF 14,487.000 1050 15002 UTILITY PIPE, ADJUST/MODIFY, 2 - 4.9" LF 200.000 1050 18004 UTILITY PIPE,PLUG & PLACE OUT OF SERVICE, 8-19.9" LF 79.000 1055 11254 UTILITY FITTINGS, F&I, PVC, CAP/PLUG, 8 - 19.9" EA 36.000 1055 11454 UTILITY FITTINGS, F&I, DI/CI, CAP/PLUG, 8 - 19.9" EA 1.000 1055 11944 UTILITY FITTINGS, F&I, SPECIAL, UNION, 8.0-19.9" EA 18.000 1055 15 UTILITY FITTINGS, ADJUST & MODIFY EA 6.000 1060 11211 UTILITY STRUCTURE, BELOW GROUND, F&I, WATER/SEWER, 0 - EA 1.000 80 FT3, 0 - 6' 1060 11212 UTILITY STRUCTURE, BELOW GROUND, F&I, WATER/SEWER, 0 - EA 8.000 80 FT3, 6.1 - 12' 1060 11222 UTILITY STRUCTURE, BELOW GROUND, F&I, WATER / SEWER > EA 39.000 80 FT3, 6.1 - 12' 1060 11223 UTILITY STRUCTURE, BELOW GROUND, F&I, WATER / SEWER > EA 14.000 80 FT3, > 12' 1060 16 UTILITY STRUCTURE, BELOW GROUND, REMOVE&DISPOSE EA 1.000 CONTRACTOR TAKES OWNERSHIP 1080 11304 UTILITY FIXTURES, F&I, 5.0 - 7.9", VALVE ASSEMBLY EA 2.000 1080 11403 UTILITY FIXTURES, F&I, 8.0-19.9", TAPPING SADDLE/SLEEVE EA 9.000 1080 11404 UTILITY FIXTURES, F&I, 8.0-19.9", VALVE ASSEMBLY EA 45.000 1080 14 UTILITY FIXTURES, RELOCATE EA 20.000 1644136 08 FIRE HYDRANT, F&I, TRAFFIC, 3 WAY - 2 HOSE, 1PUMPER, 6" EA 22.000 1644900 FIRE HYDRANT, REMOVE EA 21.000