BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT070725 CALL ORDER: 003 PROPOSAL ID: T5180 DISTRICT: 05 COUNTIES : ORANGE , , , ROAD NAME : SR 50 LIMITS : FROM A PT W OF SR 436 TO A PT W OF SR 417 FINPROJ NO(S): 23920325201 (*) FEDERAL AID NO: N/A WORK MIX: ADD LANES & REHABILITATE PVMNT 23920325601 N/A ADD LANES & REHABILITATE PVMNT 23920325603 N/A ADD LANES & REHABILITATE PVMNT TOTAL ROADWAY LENGTH: 3.127 MILES CONTRACT DAYS: 1200 TOTAL BRIDGE LENGTH: 0.098 MILES LETTING DATE : 07/25/07 TOTAL PROPOSAL LENGTH: 3.225 MILES SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 30 DAYS PROPOSAL BUDGET ESTIMATE: $ 68,988,888.00 PROPOSAL PACKAGE FEE: $5.00 DESCRIPTION: A+B Bidding/Incentive-Disincentive DVD MEDIA For the purpose of bidding, the Department has established a maximum budget of $68,988, 888.00. 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 Frank O’Dea by July 20, 2007. 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 LOW BIDDER SHALL PROVIDE DOCUMENTS TO SUPPORT THE BID PRICES, CALCULATIONS, ETC. TO AN ESCROW AGENT PRIOR TO EXECUTION OF THE CONTRACT BY THE DEPARTMENT. COPIES OF THE ESCROW AGREEMENT, CONFIDENTIALITY AGREEMENT AS TO TRADE SECRET & PROPRIETY DOCUMENTS AND AFFIDAVIT FORMS WILL BE PROVIDED TO EACH BIDDER. THE CONTRACTOR SHALL COMPLETE AND EXECUTE THE ESCROW AGREEMENT, CONFIDENTIALITY AGREEMENT AND AN AFFIDAVIT AT THE TIME OF CONTRACT EXECUTION IN ACCORDANCE WITH ARTICLE 3-8 OF THE SUPPLEMENTAL SPECIFICATIONS. NOTE: THERE WILL BE A MANDATORY PRE-BID CONFERENCE FOR THIS PROJECT AT 10:00 AM ON TUESDAY, JUNE 12, 2007 AT THE FLORIDA DEPARTMENT OF TRANSPORTATION, ORLANDO URBAN OFFICE, CONFERENCE ROOM LAKE APOKA A & B, 133 S. SEMORAN BLVD., ORLANDO, FL 32807. IF YOU HAVE ANY QUESTIONS CONCERNING THIS MATTER, PLEASE CONTACT SAM LETCHER, PROJECT MANAGER, AT (386) 943-5408. 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 widening SR 50 to six lanes, construction of a grade-separated interchange with SR 436, box culvert replacement, proposed signals, and signing and markings. NOTE: THIS PROPOSAL IS A COST PLUS TIME PROPOSAL(A+B). THE FOLLOWING SITES ARE COST PLUS TIME SITES. SITE DESCRIPTION ROAD USER COST PER DAY MAXIMUM DAYS 00 Contract Time $8500 1200 ----------------------------------------------------------------------------------------------- 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 1,200.000 0400 2 4 CONC CLASS II, SUPERSTRUCTURE CY 2,123.700 0400 2 10 CONCRETE CLASS II, APPROACH SLABS CY 279.400 0400 4 5 CONCRETE CLASS IV, SUBSTRUCTURE CY 1,132.200 0400 8 5 CONCRETE CLASS V, SUBSTRUCTURE CY 958.000 0400 9 BRIDGE DECK GROOVING & PLANING, DECK 8.5"&> SY 5,456.000 0415 1 4 REINFORCING STEEL - SUPERSTRUCTURE LB 609,095.000 0415 1 5 REINFORCING STEEL- SUBSTRUCTURE LB 499,836.000 0415 1 9 REINFORCING STEEL- APPROACH SLABS LB 52,020.000 0455 18 PROTECTION OF EXISTING STRUCTURES 23920325201 LS 1.000 0455 34 5 PRESTRESSED CONCRETE PILING, 24" SQ LF 9,480.000 0455133 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 9,604.000 0455137 TEST LOAD- DYNAMIC EA 30.000 CALL ORDER : 003 PROPOSAL ID : T5180 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0455143 5 TEST PILES-PRESTRESSED CONCRETE,24" SQ LF 640.000 0455146 EMBEDDED DATA COLLECTOR EA 6.000 0458 1 12 BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I LF 118.000 0460 2 2 STRUCT STEEL, LOW ALLOY 23920325201 LS 1.000 0460 2 2 STRUCT STEEL, LOW ALLOY 23920325201 LS 1.000 0461113 12 MULTIROTATIONAL BEARING ASSEM-FIXED, F&I, 251-500 KIPS EA 8.000 0461113 13 MULTIROTATIONAL BEARING ASSEM-FIXED, F&I, 501- 750KIPS EA 8.000 0461113 14 MULTIROTATIONAL BEARING ASSEM-FIXED, F&I, 751-1000KIPS EA 8.000 0461114 12 MULTIROTATIONAL BEARING ASSEM EXP, F&I, 251- 500KIPS EA 8.000 0461114 13 MULTIROTATIONAL BEARING ASSEM EXP, F&I, 501- 750KIPS EA 8.000 0461114 14 MULTIROTATIONAL BEARING ASSEM EXP, F&I, 751- 1000KIPS EA 8.000 0462 2 13 POST TENSIONING TENDONS, SUBSTRUCTURE STRAND LB 23,764.000 0521 5 1 CONCRETE TRAFFIC RAILING, BRIDGE 32" F - SHAPE LF 1,154.000 0521 8 1 CONCRETE TRAFFIC RAILING BARRIER, RETAINING WALL SYSTE LF 2,471.000 0548 12 RETAINING WALL SYSTEM, PERMANENT, EXCLUDING BARRIER SF 42,778.000 0563 3 ANTI-GRAFFITI COATING, SACRIFICIAL SF 1,960.000 <<<<<<<<<<<< SECTION 0002 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION 23920325201 LS 1.000 0102 1 MAINTENANCE OF TRAFFIC 23920325201 LS 1.000 0102 14 TRAFFIC CONTROL OFFICER MH 160.000 0102 60 WORK ZONE SIGNS ED 108,486.000 0102 61 BUSINESS SIGNS EA 124.000 0102 71 11 BARRIER WALL, TEMPORARY, F&I, CONCRETE LF 2,439.000 0102 71 21 BARRIER WALL, TEMPORARY, RELOCATE, CONCRETE LF 3,112.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 987,179.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 30,926.000 0102 76 ADVANCE WARNING ARROW PANEL ED 154.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 18,623.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 4,684.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 29,767.000 0102 89 7 CRASH CUSHION/IMPACT ATTENUATOR, TEMPORARY, LO 23.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 336.000 0102107 TEMPORARY TRAFFIC DETECTION, INTERSECT DA 10,220.000 0102911 2 PAVEMENT MARKING REMOVABLE, WHITE-BLACK,SOLID LF 12,900.000 0102912 2 PAVEMENT MARKING REMOVABLE, YELLOW, SOLID LF 8,770.000 0104 1 ARTIFICIAL COVERINGS, FOR EROSION CONTROL SY 3,023.000 0104 5 SANDBAGGING CY 40.000 0104 6 SLOPE DRAINS, TEMPORARY LF 128.000 0104 10 2 SYNTHETIC BALES LF 4,032.000 0104 12 STAKED TURBIDITY BARRIER LF 441.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 138,584.000 0104 15 SOIL TRACKING PREVENTION DEVICE EA 8.000 0104 16 ROCK BAGS EA 3,352.000 0110 1 1 CLEARING & GRUBBING 23920325201 LS 1.000 0110 3 REMOVAL OF EXISTING STRUCTURE 23920325201 LS 1.000 0110 7 1 MAILBOX, F&I, SINGLE EA 33.000 0110 86 DELIVERY OF SALVAGEABLE MATERIAL TO FDOT 23920325201 LS 1.000 0120 1 REGULAR EXCAVATION CY 395,909.000 0120 4 SUBSOIL EXCAVATION CY 3,759.000 0120 6 EMBANKMENT CY 190,599.000 0160 4 STABILIZATION TYPE B SY 203,778.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 11,766.000 0285712 OPTIONAL BASE, BASE GROUP 12 SY 186,662.000 0285715 OPTIONAL BASE, BASE GROUP 15 SY 34,885.000 0327 70 6 MILLING EXIST ASPH PAVT, 1 1/2" AVG DEPTH SY 35,748.000 0334 1 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 20,277.800 0337 7 33 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, TN 20,238.400 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 4,702.000 0400 1 2 CONCRETE CLASS I, ENDWALLS CY 30.600 0400 1 11 CONCRETE CLASS I, RETAINING WALLS CY 7.200 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 5.000 0400 2 1 CONCRETE CLASS II, CULVERTS CY 602.700 0415 1 1 REINF STEEL- ROADWAY LB 103,690.000 0425 1201 INLETS, CURB, TYPE 9, <10' EA 2.000 0425 1203 INLETS, CURB, TYPE 9, J BOT, <10' EA 2.000 0425 1311 INLETS, CURB, TYPE P-1, <10' EA 5.000 CALL ORDER : 003 PROPOSAL ID : T5180 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0425 1321 INLETS, CURB, TYPE P-2, <10' EA 1.000 0425 1335 INLETS, CURB, TYPE P-3, PARTIAL EA 2.000 0425 1351 INLETS, CURB, TYPE P-5, <10' EA 193.000 0425 1361 INLETS, CURB, TYPE P-6, <10' EA 32.000 0425 1411 INLETS, CURB TYPE J-1, <10' EA 1.000 0425 1412 INLETS, CURB, TYPE J-1, >10' EA 2.000 0425 1421 INLETS, CURB, TYPE J-2, <10' EA 2.000 0425 1451 INLETS, CURB, TYPE J-5, <10' EA 23.000 0425 1452 INLETS, CURB, TYPE J-5, >10' EA 23.000 0425 1461 INLETS, CURB, TYPE J-6, <10' EA 2.000 0425 1462 INLETS, CURB, TYPE J-6, >10' EA 2.000 0425 1471 INLETS, CURB, TYPE 7, <10' EA 7.000 0425 1521 INLETS, DT BOT, TYPE C,<10' EA 13.000 0425 1523 INLETS, DT BOT, TYPE C,JBOT, <10' EA 7.000 0425 1531 INLETS, DT BOT, TYPE C, MODIFIED, <10'' EA 3.000 0425 1541 INLETS, DT BOT, TYPE D, <10' EA 28.000 0425 1543 INLETS, DITCH BOTTOM, TYPE D, J BOT, <10' EA 2.000 0425 1553 INLETS, DT BOT, TYPE E, J BOT, <10' EA 1.000 0425 1559 INLETS, DT BOT, TYPE E, MODIFY EA 5.000 0425 1881 INLETS, BARRIER WALL, RIGID, CURB & GUTTER, <10' EA 2.000 0425 1891 INLETS, BARRIER WALL, <10' EA 4.000 0425 1892 INLETS, BARRIER WALL, >10' EA 2.000 0425 1910 INLETS, CLOSED FLUME, N/A EA 2.000 0425 2 41 MANHOLES, P-7, <10' EA 2.000 0425 2 43 MANHOLES, P-7, PARTIAL EA 1.000 0425 2 61 MANHOLES, P-8, <10' EA 14.000 0425 2 62 MANHOLES, P-8, >10' EA 1.000 0425 2 71 MANHOLES, J-7, <10' EA 20.000 0425 2 91 MANHOLES, J-8, <10' EA 11.000 0425 2101 MANHOLES, SPECIAL, <10' EA 1.000 0425 3 41 JUNCTION BOX, DRAINAGE, P-7, <10' EA 2.000 0425 3 61 JUNCTION BOXES, J-7, <10' EA 1.000 0425 5 MANHOLE, ADJUST EA 3.000 0425 11 DRAINAGE STRUCTURE MODIFY EA 4.000 0430171101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 25,421.000 0430171102 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 25-36" LF 10,335.000 0430171103 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 37-48" LF 8,118.000 0430171104 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 49-60" LF 401.000 0430171202 PIPE CULV, OPTIONAL MATERIAL, OTHER - ELIP / ARCH, 25- LF 989.000 0430173101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 51.000 0430174101 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 0-24"SD LF 2,348.000 0430174102 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 25-36"SD LF 346.000 0430174201 PIPE CULVERT, OPTIONAL MATERIAL, OTHER - ELLIP/ARCH, LF 147.000 0430174202 PIPE CULVERT, OPTIONAL MATERIAL, OTHER - ELLIP/ARCH, LF 238.000 0430174203 PIPE CULVERT, OPTIONAL MATERIAL, OTHER - ELLIP/ARCH, LF 74.000 0430200 21 FLARED END SECTION, CONCRETE, 12" EA 1.000 0430830 PIPE FILLING AND PLUGGING CY 35.000 0430982123 MITERED END SECTION, OPTIONAL ROUND, 15" CD EA 6.000 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 17.000 0430982129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 5.000 0430982133 MITERED END SECTION, OPTIONAL ROUND, 30" CD EA 6.000 0430982138 MITERED END SECTION, OPTIONAL ROUND, 36" CD EA 3.000 0430982141 MITERED END SECTION, OPTIONAL ROUND, 48" CD EA 3.000 0430982142 MITERED END SECTION, OPTIONAL ROUND, 54" CD EA 1.000 0430982633 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 30" EA 2.000 0430982638 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 36" EA 2.000 0430984125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 70.000 0430984129 MITERED END SECTION, OPTIONAL ROUND, 24" SD EA 41.000 0430984133 MITERED END SECTION , OPTIONAL ROUND, 30" SD EA 7.000 0430984138 MITERED END SECTION , OPTIONAL ROUND, 36" SD EA 6.000 0430984625 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 18" SD EA 2.000 0430984629 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 24" SD EA 4.000 0430984638 MITERED END SECT, OPTIONAL /ELLIP/ARCH, 36" SD EA 12.000 0430984640 MITERED END SECT, OPTIONAL /ELLIP/ARCH, 42" SD EA 4.000 0436 1 1 TRENCH DRAIN, 15" DIAMETER STANDARD LF 122.000 0455133 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 5,800.000 0515 1 2 PIPE HANDRAIL - GUIDERAIL, ALUMINUM LF 95.000 CALL ORDER : 003 PROPOSAL ID : T5180 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0515 2302 PEDESTRIAN, BICYCLE RAILING, ALUMINUM ONLY,54" PICKET LF 203.000 0520 1 7 CONCRETE CURB & GUTTER, TYPE E LF 29,967.000 0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 41,639.000 0520 5 11 TRAFFIC SEPARATOR CONCRETE-TYPE I, 4' WIDE LF 1,639.000 0520 5 12 TRAFFIC SEPARATOR CONCRETE-TYPE I, 6' WIDE LF 1,860.000 0520 70 CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH SY 139.000 0521 72 3 SHOULDER CONCRETE BARRIER WALL, RIGID-SHOULDER LF 130.000 0521 72 5 SHOULDER CONCRETE BARRIER WALL, RIGID-CURB & GUTTER LF 237.000 0522 1 SIDEWALK CONCRETE, 4" THICK SY 23,309.000 0522 2 SIDEWALK CONCRETE, 6" THICK SY 5,845.000 0524 1 29 CONCRETE DITCH PAVEMENT, 4", REINFORCED SY 96.000 0530 3 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 734.900 0536 1 1 GUARDRAIL -ROADWAY LF 50.000 0536 73 GUARDRAIL REMOVAL LF 200.000 0536 85 26 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE CRT EA 1.000 0546 71 RUMBLE STRIPS PS 5.000 0550 10220 FENCING, TYPE B, 5.1-6.0, STANDARD LF 4,982.000 0550 10222 FENCING, TYPE B, 5.1-6.0, W/ VINYL COATING LF 2,510.000 0550 60224 FENCE GATE, TYPE B, DOUBLE, 18.1-20.0' OPENING EA 4.000 0556 1 4 JACK AND BORE, CASING DIAMETER 18"TO<24" LF 80.000 0556 1 5 JACK AND BORE, CASING DIAMETER 24"TO<36" LF 457.000 0556 1 7 JACK AND BORE, CASING DIAMETER 48"TO<60" LF 83.000 0570 1 2 PERFORMANCE TURF, SOD SY 217,943.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 28.789 0710 11125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24 LF 2,033.000 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6" GM 22.915 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6 NM 19.040 0999 16 PARTNERING, DO NOT BID 23920325201 LS 1.000 0999 20 DISPUTES REVIEW BOARD, DO NOT BID DA 14.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID 23920325201 LS 1.000 <<<<<<<<<<<< SECTION 0003 SIGNING >>>>>>>>>>>> 0649440 MAST / ARM, F&I / HIGH LOADING, SPECIAL EA 2.000 0700 20 11 SINGLE POST SIGN, F&I, LESS THAN 12 SF AS 137.000 0700 20 12 SINGLE POST SIGN, F&I, 12-20 SF AS 34.000 0700 20 40 SINGLE POST SIGN, RELOCATE AS 4.000 0700 20 60 SINGLE POST SIGN, REMOVE AS 158.000 0700 21 11 MULTI- POST SIGN, F&I, 50 SF OR LESS AS 14.000 0700 21 12 MULTI- POST SIGN, F&I, 51 - 100 SF AS 1.000 0700 21 40 MULTI- POST SIGN, RELOCATE AS 2.000 0700 21 60 MULTI- POST SIGN, REMOVE AS 3.000 0700 44047 SIGN LIGHTED OVERHEAD TRUSS, T 61 TO 80, SIGN 601 TO 7 AS 1.000 0700 44058 SIGN LIGHTED OVERHEAD TRUSS, TRUSS 81 TO 100,SIGN 701 AS 1.000 0700 45 34 SIGN LT'D OVHD CTLVR, CTLVR 31 - 40, SIGN 151 TO 200 AS 3.000 0700 45 35 SIGN LT'D OVHD CTLVR, CTLVR 31 - 40, SIGN 201 - 250 AS 2.000 0700 45 36 SIGN LT'D OVHD CTLVR, CTLVR 31 - 40, SIGN 251 - 300 AS 1.000 0700 45 45 SIGN LT'D OVHD CTLVR, CTLVR 41 - 50, SIGN 201-250 AS 1.000 0700 46 14 SIGN EXISTING- REMOVE OVERHEAD CANTILEVER AS 1.000 0700 46 15 SIGN EXISTING- REMOVE, SPAN WIRE AS 1.000 0700 83 OVERHEAD SIGN, BRIDGE MOUNTED AS 4.000 0705 71 DELINEATOR- TUBULAR, FLEXIBLE EA 50.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE 23920325201 LS 1.000 <<<<<<<<<<<< SECTION 0004 LIGHTING >>>>>>>>>>>> 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 3.500 0715 1 11 LIGHTING CONDUCTORS, F&I, INSULATED, NO. 10 OR < LF 18,805.000 0715 1 12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 LF 9,855.000 0715 1 13 LIGHTING CONDUCTORS, F&I, INSULATED, NO 4 TO NO 2 LF 4,570.000 0715 2 11 LIGHTING - CONDUIT, F&I, UNDERGROUND LF 335.000 0715 2 13 LIGHTING CONDUIT, F&I, SURFACE MOUNT LF 5,530.000 0715 7 11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA 1.000 0715 7 12 LOAD CENTER, F&I, PRIMARY VOLTAGE EA 4.000 0715 11129 LUMINAIRE, F&I, UNDER DECK, SPECIAL EA 40.000 0715 11139 LUMINAIRE, F&I, SIGN, SPECIAL EA 40.000 0715 14 11 LIGHTING - PULL BOX, F&I, ROADSIDE-MOULDED EA 8.000 0715 14 14 LIGHTING - PULL BOX, F&I, SURFACE MOUNT EA 100.000 0715 26 1 QUICK DISCONNECT PLUG, SWITCH BOXING FOR SIGN EA 40.000 CALL ORDER : 003 PROPOSAL ID : T5180 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0715 37 1 PHOTO ELECTRIC CONTROL ASSEMBLY, F&I EA 40.000 <<<<<<<<<<<< SECTION 0005 SIGNALIZATION >>>>>>>>>>>> 0630 1 12 CONDUIT - SIGNALS, FURNISH & INSTALL, UNDERGROUND LF 24,285.000 0630 1 14 CONDUIT, SIGNALS, F & I, UNDERGROUND -JACKED LF 3,995.000 0632 7 1 CABLE, SIGNAL, FURNISH & INSTALL PI 6.000 0633123 1 CABLE -FIBER OPTIC, F&I, UNDERGROUND,COMPOSITE, 1 - 25 LF 120.000 0633123 2 CABLE -FIBER OPTIC, F&I, UNDERGROUND,COMPOSITE, 26- 50 LF 20,090.000 0635 1 11 PULL & JUNCTION BOXES, F&I, PULL BOX EA 108.000 0635 1 15 PULL & JUNCTION BOXES, F&I, FIBER OPTICS EA 11.000 0635 1 16 PULL & JUNCTION BOXES, F&I, SPECIAL EA 6.000 0639 1 22 SIGNALS,ELECTRICAL POWER SERVICE,UNDERGROUND, AS 3.000 0639 2 1 SIGNALS, ELECTRICAL SERVICE WIRE LF 400.000 0649713002 M/ARM, F&I/RL, SI ARM W/O LUM, 1ST ARM C3, 2ND NO, POL EA 1.000 0649715003 M/ARM, F&I/RL, SI ARM W/O LUM, 1ST ARM C5, EA 2.000 0649716004 M/ARM, F&I/RL, SI ARM W/O LUM, 1ST ARM C6, 2ND ARM - N EA 3.000 0649717006 M/ARM, F&I/RL, SI ARM W/O LUM, 1ST ARM C7, 2ND ARM - N EA 10.000 0649740 MAST ARM ASSEMBLY, FURNISH & INSTALL / REDUCED LOADING EA 3.000 0650 51313 TRAFFIC SIGNAL, F&I, 3 SECTIONS, 1 WAY, SPECIAL AS 63.000 0653191 PEDESTRIAN SIGNAL, F&I, LED - COUNT DOWN, 1 DIRECTION AS 32.000 0653192 PEDESTRIAN SIGNAL, F&I, LED - COUNT DOWN, 2 DIRECTIONS AS 7.000 0659101 SIGNAL HEAD AUXILIARIES, F&I, BACK PLATES 3 SECT EA 31.000 0659108 SIGNAL HEAD AUXILIARIES, F&I, STEEL PEDESTAL EA 22.000 0659109 SIGNAL HEAD AUXILIARIES, F&I, CONC PEDESTAL TYPE II EA 3.000 0660 1109 LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 EA 41.000 0660 1110 LOOP DETECTOR INDUCTIVE, F&I, TYPE 10 EA 3.000 0660 2102 LOOP ASSEMBLY, F&I, TYPE B AS 60.000 0660 2106 LOOP ASSEMBLY, F&I, TYPE F AS 43.000 0663 74 11 VEHICLE DETECTOR ASSEM, F&I, OPTICAL TYPE EA 3.000 0665 11 PEDESTRIAN DETECTOR, F&I, DETECTOR STATION, POLE OR EA 45.000 0670 5112 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 2 PREEMPTION AS 3.000 0670 5120 TRAFFIC CONTROLLER ASSEMBLY, F&I, 170 AS 2.000 0670 5412 TRAFFIC CONTROLLER ASSEMBLY, MODIFY, NEMA, 2 PREEMPT AS 1.000 0690 10 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL EA 30.000 0690 20 SIGNAL PEDESTRIAN ASSEMBLY REMOVAL EA 21.000 0690 31 SIGNAL PEDESTAL REMOVAL EA 15.000 0690 33 1 POLE REMOVAL, DEEP DIRECT BURIAL LF 200.000 0690 50 CONTROLLER ASSEMBLY, REMOVE, COMPLETE ASSEMBLY EA 3.000 0690 70 DETECTOR PEDESTRIAN ASSEMBLY REMOVE EA 28.000 0690 80 SPAN WIRE ASSEMBLY, REMOVE EA 7.000 0690 90 CONDUIT & CABLING REMOVE PI 4.000 0690100 SIGNAL EQUIPMENT MISCELLANOUS REMOVE PI 4.000 0699 1 1 INTERNAL ILLUM SIGN, ST NAME EA 16.000 0741 70111 TMS VEHICLE SENSOR, CLASS II, F&I, TYP 1, 1/2 LN EA 6.000 0745 70 12 TMS INDUCTIVE LOOP ASSEM, F&I, 2 LOOPS / LANE AS 20.000 0746 71112 TMS CABINET, F&I, TYPE III, BASE MOUNT, 2 BACKPLANE EA 3.000 <<<<<<<<<<<< SECTION 0006 UTILITIES >>>>>>>>>>>> 0556 1 5 JACK AND BORE, CASING DIAMETER 24"TO<36" LF 145.000 0556 1 6 JACK AND BORE, CASING DIAMETER, 36" TO <48" LF 440.000 0730 76116 STEEL CASING, OPEN TRENCH, F&I, 30" LF 115.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID 23920325601 LS 1.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID 23920325603 LS 1.000 1050 11222 UTILITY PIPE, F&I, PVC, WATER / SEWER, 2 - 4.9" LF 1,779.000 1050 11223 UTILITY PIPE, F&I, PVC, WATER / SEWER, 5 - 7.9" LF 3,377.000 1050 11224 UTILITY PIPE, F&I, PVC, WATER / SEWER, 8 -19.9" LF 12,955.000 1050 11225 UTILITY PIPE, F&I, PVC, WATER / SEWER, 20 - 40.9" LF 8,996.000 1050 11321 UTILITY PIPE, F&I, PE, WATER / SEWER, 0 - 1.9" LF 264.000 1050 11422 UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 2 - 4.9" LF 55.000 1050 11423 UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 5 - 7.9" LF 125.000 1050 11424 UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 8 - 19.9" LF 12,008.000 1050 11515 UTILITY PIPE, F&I, STEEL, CASING / CONDUIT, 20.0-49.9" LF 184.000 1050 16002 UTILITY PIPE,REMOVE & DISPOSE, 2-4.9" LF 3,475.000 1050 16003 UTILITY PIPE,REMOVE & DISPOSE, 5-7.9" LF 1,175.000 1050 16004 UTILITY PIPE,REMOVE & DISPOSE, 8-19.9" LF 17,528.000 1050 18002 UTILITY PIPE,PLUG & PLACE OUT OF SERVICE, 2- 4.9" LF 237.000 1050 18004 UTILITY PIPE,PLUG & PLACE OUT OF SERVICE, 8-19.9" LF 331.000 CALL ORDER : 003 PROPOSAL ID : T5180 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 1050 19922 UTILITY PIPE, TEMPORARY, SPECIAL, WATER/SEWER ,2-4.9" LF 421.000 1050 19923 UTILITY PIPE, TEMPORARY, SPECIAL, WATER/SEWER ,5-7.9" LF 250.000 1050 19924 UTILITY PIPE, TEMPORARY, SPECIAL, WATER/SEWER, 8-19.9" LF 1,934.000 1055 11414 UTILITY FITTINGS, F&I, DI/CI, ELBOW, 8 - 19.9" EA 136.000 1055 11415 UTILITY FITTINGS, F&I, DI/CI, ELBOW, 20 - 49.9" EA 18.000 1055 11424 UTILITY FITTINGS, F&I, DI/CI, TEE, 8 - 19.9" EA 23.000 1055 11425 UTILITY FITTINGS, F&I, DI/CI, TEE, 20 - 49.9" EA 13.000 1055 11434 UTILITY FITTINGS, F&I, DI/CI, REDUCER, 8 - 19.9" EA 2.000 1055 11435 UTILITY FITTINGS, F&I, DI/CI, REDUCER, 20 - 49.9" EA 1.000 1055 11454 UTILITY FITTINGS, F&I, DI/CI, CAP/PLUG, 8 - 19.9" EA 38.000 1055 11455 UTILITY FITTINGS, F&I, DI/CI, CAP / PLUG, 20 - 49.9" EA 2.000 1055 11465 UTILITY FITTINGS, F&I, DI/CI, Y, 20 - 49.9" EA 1.000 1055 11555 UTILITY FITTINGS, F&I, STEEL, CAP / PLUG, 20 - 49.9" EA 2.000 1060 11221 UTILITY STRUCTURE, BELOW GROUND, F&I, WATER / SEWER EA 2.000 1060 11222 UTILITY STRUCTURE, BELOW GROUND, F&I, WATER / SEWER EA 27.000 1060 11223 UTILITY STRUCTURE, BELOW GROUND, F&I, WATER / SEWER EA 51.000 1060 15 UTILITY STRUCTURE, BELOW GROUND, ADJUST/MODIFY EA 3.000 1080 11203 UTILITY FIXTURES, F&I, 2-4.9", TAPPING SADDLE/SLEEVE EA 28.000 1080 11204 UTILITY FIXTURES, F&I, 2-4.9", VALVE ASSEMBLY EA 36.000 1080 11206 UTILITY FIXTURES, F&I, 2-4.9", VAC/AIR ASSEMBLY EA 1.000 1080 11207 UTILITY FIXTURES, F&I, 2-4.9", LINE STOP ASSEMBLY EA 26.000 1080 11303 UTILITY FIXTURES, F&I, 5.0 - 7.9", TAPPING SADDLE/SLE EA 12.000 1080 11304 UTILITY FIXTURES, F&I, 5.0 - 7.9", VALVE ASSEMBLY EA 37.000 1080 11307 UTILITY FIXTURES, F&I, 5-7.9", LINE STOP ASSEMBLY EA 11.000 1080 11401 UTILITY FIXTURES, F&I, 8.0 - 19.9", VALVE METER BOX EA 36.000 1080 11403 UTILITY FIXTURES, F&I, 8.0-19.9", TAPPING SADDLE/SLEE EA 39.000 1080 11404 UTILITY FIXTURES, F&I, 8.0-19.9", VALVE ASSEMBLY EA 38.000 1080 11407 UTILITY FIXTURES, F&I, 8-19.9", LINE STOP ASSEMBLY EA 31.000 1080 11504 UTILITY FIXTURES, F&I, 20-49.9", VALVE ASSEMBLY EA 7.000 1501 1 1 LIFT STATION, SANITARY SEWER, SPECIAL EA 1.000 1644113 08 FIRE HYDRANT, F&I, STANDARD, 2 HOSE, 1PUMPER, 6" EA 18.000 1644700 FIRE HYDRANT, ADJUST & MODIFY EA 2.000 1644900 FIRE HYDRANT, REMOVE EA 12.000 <<<<<<<<<<<< SECTION 0007 INTELLIGENT TRANSPORTATION SYSTEM >>>>>>>>>>>> 0783 4 12 ITS CONDUIT, F& I, UNDERGROUND LF 890.000 0783 7 1 ITS PULL & JUNCTION BOX, FURNISH AND INSTALL EA 3.000