BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT080305 CALL ORDER: 007 PROPOSAL ID: T5229 DISTRICT: 05 COUNTIES : BREVARD , , , ROAD NAME : SR 5 (US 1) LIMITS : FROM PARK AVE TO PINE ST FINPROJ NO(S): 23757625201 (*) FEDERAL AID NO: N/A WORK MIX: WIDEN/RESURFACE EXIST LANES 23757625202 N/A WIDEN/RESURFACE EXIST LANES 23757625605 N/A WIDEN/RESURFACE EXIST LANES 23757625606 N/A WIDEN/RESURFACE EXIST LANES 23759215201 N/A ADD LANES & RECONSTRUCT 23759215202 N/A ADD LANES & RECONSTRUCT 23759215601 N/A ADD LANES & RECONSTRUCT TOTAL ROADWAY LENGTH: 2.968 MILES CONTRACT DAYS: 660 TOTAL BRIDGE LENGTH: 0.000 MILES LETTING DATE : 03/05/08 TOTAL PROPOSAL LENGTH: 2.968 MILES CONTRACT EXECUTION DAYS: 20 SPECIAL START DATE: 10/06/08 ACQUIS./FLEXIBLE START TIME : N/A DAYS FUEL ADJUSTMENT: FUEL and BITUMINOUS PROPOSAL BUDGET ESTIMATE: $ 31,735,964.00 PROPOSAL PACKAGE FEE: $5.00 DESCRIPTION: DVD Media Electronic Bidding is required for this project. The improvements under this contract consist of milling and resurfacing, widening, drainage improvements, traffic signals, lighting, landscaping, utility work and other incidental construction on SR 5 (US 1). For the purpose of bidding, the Department has established a maximum budget of $31,735,962.00 of the A portion of the bid. 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 (386-943-5344) by 2/21/2008. 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. 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 $8000 660 ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- <<<<<<<<<<<< SECTION 0001 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION (23759215201) LS 1.000 0101 1 MOBILIZATION (23757625201) LS 1.000 0102 1 MAINTENANCE OF TRAFFIC (23759215201) LS 1.000 0102 1 MAINTENANCE OF TRAFFIC (23757625201) LS 1.000 0102 14 TRAFFIC CONTROL OFFICER MH 320.000 0102 60 WORK ZONE SIGNS ED 78,455.000 0102 61 BUSINESS SIGNS EA 84.000 0102 71 11 BARRIER WALL, TEMPORARY, F&I, CONCRETE LF 23,752.000 0102 71 21 BARRIER WALL, TEMPORARY, RELOCATE, CONCRETE LF 5,922.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 249,263.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 59,683.000 0102 76 ADVANCE WARNING ARROW PANEL ED 131.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 23,926.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 3,606.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 34,946.000 0102 89 7 CRASH CUSHION/IMPACT ATTENUATOR, TEMPORARY, REDIRECTIVE LO 61.000 OPTION 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 1,390.000 0102107 TEMPORARY TRAFFIC DETECTION, INTERSECT DA 2,094.000 0104 10 2 SYNTHETIC BALES LF 22,709.000 0104 11 FLOATING TURBIDITY BARRIER LF 150.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 72,125.000 0104 16 ROCK BAGS EA 2,940.000 CALL ORDER : 007 PROPOSAL ID : T5229 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0110 1 1 CLEARING & GRUBBING (23759215201) LS 1.000 0110 1 1 CLEARING & GRUBBING (23757625201) LS 1.000 0120 1 REGULAR EXCAVATION CY 112,640.000 0120 4 SUBSOIL EXCAVATION CY 116.000 0120 6 EMBANKMENT CY 21,243.000 0160 4 STABILIZATION TYPE B SY 104,684.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 67.000 0285709 OPTIONAL BASE, BASE GROUP 09 SY 92,044.000 0327 70 6 MILLING EXIST ASPH PAVT, 1 1/2" AVG DEPTH SY 2,382.000 0327 70 19 MILLING EXIST ASPH PAVT, 3/4" AVG DEPTH SY 81,982.000 0334 1 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 24,534.300 0334 1 23 SUPERPAVE ASPH CONC, TRAF C, PG76-22 TN 393.800 0337 7 33 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, TN 14,176.500 RUBBER 0337 7 43 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, PG TN 382.700 76-22 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 1,143.900 0400 1 2 CONCRETE CLASS I, ENDWALLS CY 2.000 0400 1 11 CONCRETE CLASS I, RETAINING WALLS CY 414.100 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 10.000 0425 1203 INLETS, CURB, TYPE 9, J BOT, <10' EA 1.000 0425 1311 INLETS, CURB, TYPE P-1, <10' EA 36.000 0425 1312 INLETS, CURB TYPE P-1, >10' EA 2.000 0425 1321 INLETS, CURB, TYPE P-2, <10' EA 16.000 0425 1331 INLETS, CURB, TYPE P-3, <10' EA 1.000 0425 1341 INLETS, CURB, TYPE P-4, <10' EA 3.000 0425 1351 INLETS, CURB, TYPE P-5, <10' EA 20.000 0425 1352 INLETS, CURB, TYPE P-5, >10' EA 3.000 0425 1361 INLETS, CURB, TYPE P-6, <10' EA 11.000 0425 1411 INLETS, CURB TYPE J-1, <10' EA 8.000 0425 1412 INLETS, CURB, TYPE J-1, >10' EA 20.000 0425 1421 INLETS, CURB, TYPE J-2, <10' EA 4.000 0425 1422 INLETS, CURB, TYPE J-2, >10' EA 1.000 0425 1451 INLETS, CURB, TYPE J-5, <10' EA 8.000 0425 1452 INLETS, CURB, TYPE J-5, >10' EA 4.000 0425 1461 INLETS, CURB, TYPE J-6, <10' EA 4.000 0425 1462 INLETS, CURB, TYPE J-6, >10' EA 3.000 0425 1473 INLETS, CURB, TYPE 7, J BOT ,<10' EA 6.000 0425 1521 INLETS, DT BOT, TYPE C,<10' EA 32.000 0425 1531 INLETS, DT BOT, TYPE C, MODIFIED, <10'' EA 5.000 0425 1541 INLETS, DT BOT, TYPE D, <10' EA 18.000 0425 1543 INLETS, DITCH BOTTOM, TYPE D, J BOT, <10' EA 3.000 0425 1544 INLETS, DITCH BOTTOM, TYPE D, J BOT, >10' EA 2.000 0425 1551 INLETS, DT BOT, TYPE E, <10' EA 6.000 0425 1554 INLETS, DT BOT, TYPE E, J BOT, >10' EA 1.000 0425 1561 INLETS, DT BOT, TYPE F, <10' EA 2.000 0425 1589 INLETS, DT BOT, TYPE H, MODIFY EA 1.000 0425 1711 INLETS, GUTTER, TYPE V, <10' EA 2.000 0425 2 41 MANHOLES, P-7, <10' EA 8.000 0425 2 42 MANHOLES, P-7, >10' EA 2.000 0425 2 43 MANHOLES, P-7, PARTIAL EA 2.000 0425 2 61 MANHOLES, P-8, <10' EA 5.000 0425 2 72 MANHOLES, J-7, >10' EA 12.000 0425 2 91 MANHOLES, J-8, <10' EA 4.000 0425 2 92 MANHOLES, J-8, >10' EA 1.000 0425 2101 MANHOLES, SPECIAL, <10' EA 2.000 0425 2102 MANHOLES, SPECIAL, >10' EA 1.000 0425 78 INLET CAP, PRECAST EA 3.000 0430 94 1 DESILTING PIPE, 0 - 24" LF 2,032.000 0430 94 4 DESILTING PIPE, 49 - 60" LF 140.000 0430 94 5 DESILTING PIPE, 61" OR GREATER LF 38.000 0430171101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 11,963.000 STORM SEWER 0430171102 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 25-36", LF 5,286.000 STORM SEWER 0430171103 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 37-48", LF 4,471.000 STORM SEWER CALL ORDER : 007 PROPOSAL ID : T5229 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0430171104 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 49-60", LF 3,286.000 STORM SEWER 0430171105 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 61" OR LF 1,824.000 >, STORM SEWER 0430171202 PIPE CULV, OPTIONAL MATERIAL, OTHER - ELIP / ARCH, LF 16.000 25-36"SS 0430171203 PIPE CULV, OPTIONAL MATERIAL, OTHER - ELIP / ARCH, LF 73.000 37-48"SS 0430173101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 14.000 GUTTER DRAIN 0430174101 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 0-24"SD LF 110.000 0430174201 PIPE CULVERT, OPTIONAL MATERIAL, OTHER - ELLIP/ARCH, LF 225.000 0-24"SD 0430830 PIPE FILLING AND PLUGGING CY 41.000 0430963 1 PVC PIPE FOR BACK OF SIDEWALK, 4" LF 74.000 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 1.000 0430982129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 4.000 0430982140 MITERED END SECTION, OPTIONAL ROUND, 42" CD EA 1.000 0430982142 MITERED END SECTION, OPTIONAL ROUND, 54" CD EA 1.000 0430984121 MITERED END SECTION, OPTIONAL ROUND, 12" SD EA 1.000 0430984123 MITERED END SECTION, OPTIONAL ROUND, 15" SD EA 1.000 0430984125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 3.000 0430984129 MITERED END SECTION, OPTIONAL ROUND, 24" SD EA 1.000 0430984625 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 18" SD EA 10.000 0455133 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 4,185.000 0515 2301 PEDESTRIAN, BICYCLE RAILING, ALUMINUM ONLY,42" PICKET LF 1,486.000 RAIL 0520 1 7 CONCRETE CURB & GUTTER, TYPE E LF 21,527.000 0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 32,705.000 0520 2 4 CONCRETE CURB, TYPE D LF 242.000 0520 3 VALLEY GUTTER- CONCRETE LF 126.000 0520 5 11 TRAFFIC SEPARATOR CONCRETE-TYPE I, 4' WIDE LF 730.000 0520 5 12 TRAFFIC SEPARATOR CONCRETE-TYPE I, 6' WIDE LF 3,158.000 0520 70 CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH SY 51.000 0522 1 SIDEWALK CONCRETE, 4" THICK SY 20,206.000 0522 2 SIDEWALK CONCRETE, 6" THICK SY 6,779.000 0523 1 1 PATTERNED / TEXTURED PAVEMENT, ASPHALT SY 1,692.000 0523 1 2 PATTERNED / TEXTURED PAVEMENT, CONCRETE SY 28.000 0524 1 1 CONCRETE DITCH PAVT, NON REINFORCED, 3" SY 101.000 0524 1 29 CONCRETE DITCH PAVEMENT, 4", REINFORCED SY 32.000 0550 10220 FENCING, TYPE B, 5.1-6.0, STANDARD LF 1,723.000 0550 60223 FENCE GATE, TYPE B, DOUBLE, 12.1-18.0' OPENING EA 1.000 0556 1 7 JACK AND BORE, CASING DIAMETER 48"TO<60" LF 468.000 0570 1 2 PERFORMANCE TURF, SOD SY 40,889.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 24.668 0710 11122 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 8" LF 1,389.000 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 18" LF 1,352.000 0710 11125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" LF 2,567.000 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6" GM 15.168 0710 11141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6" LF 735.000 0710 11151 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, DOTTED - LF 544.000 GUIDELINE, 6" 0710 11160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE EA 32.000 0710 11170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 271.000 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" NM 20.824 0710 11224 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 18" LF 1,583.000 0710 11241 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SKIP, 6" LF 324.000 0999 16 PARTNERING, DO NOT BID (23757625201) LS 1.000 0999 20 DISPUTES REVIEW BOARD, DO NOT BID DA 12.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (23759215201) LS 1.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (23757625201) LS 1.000 <<<<<<<<<<<< SECTION 0002 SIGNING >>>>>>>>>>>> 0700 20 11 SINGLE POST SIGN, F&I, LESS THAN 12 SF AS 118.000 0700 20 12 SINGLE POST SIGN, F&I, 12-20 SF AS 13.000 0700 20 40 SINGLE POST SIGN, RELOCATE AS 16.000 0700 20 60 SINGLE POST SIGN, REMOVE AS 136.000 CALL ORDER : 007 PROPOSAL ID : T5229 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0700 21 11 MULTI- POST SIGN, F&I, 50 SF OR LESS AS 12.000 0700 21 40 MULTI- POST SIGN, RELOCATE AS 3.000 0700 21 60 MULTI- POST SIGN, REMOVE AS 4.000 0700 23400 OVERHEAD TRUSS CANTILEVER SIGN, RELOCATE AS 2.000 0700 48 48 SIGN PANELS RELOCATE, 15 OR < EA 10.000 0705 10 1 OBJECT MARKER, TYPE 1 EA 18.000 0705 11 1 DELINEATOR, FLEXIBLE TUBULAR EA 42.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000 (23757625201) 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000 (23759215201) <<<<<<<<<<<< SECTION 0003 LIGHTING >>>>>>>>>>>> 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 92.800 0715 1 12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 LF 26,835.000 0715 2 11 LIGHTING - CONDUIT, F&I, UNDERGROUND LF 28,319.000 0715 2 12 LIGHTING - CONDUIT, F&I, UNDER EXISTING PAVEMENT SAWCUT LF 2,697.000 0715 7 11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA 1.000 0715 14 11 LIGHTING - PULL BOX, F&I, ROADSIDE-MOULDED EA 354.000 0715500 1 POLE CABLE DISTRIBUTION SYSTEM, CONVENTIONAL EA 66.000 0715511330 LIGHT POLE COMPLETE, SPECIAL DESIGN, F&I, SINGLE ARM EA 66.000 SHOULDER MOUNT, CONCRETE, 30' <<<<<<<<<<<< SECTION 0004 SIGNALIZATION >>>>>>>>>>>> 0630 1 12 CONDUIT - SIGNALS, FURNISH & INSTALL, UNDERGROUND LF 23,765.000 0630 1 13 CONDUIT - SIGNALS, FURNISH & INSTALL, UNDER EXISTING LF 1,052.000 PAVEMENT 0630 1 14 CONDUIT, SIGNALS, F & I, UNDERGROUND -JACKED LF 2,361.000 0632 7 1 CABLE, SIGNAL, FURNISH & INSTALL PI 8.000 0633121 1 CABLE - FIBER OPTIC, F&I, UNDERGROUND, SGL MODE, 1- 25 LF 650.000 PR 0633122 1 CABLE - FIBER OPTIC, F&I, UNDERGROUND, MULTI MODE,1- 25 LF 150.000 PR 0633123 1 CABLE -FIBER OPTIC, F&I, UNDERGROUND,COMPOSITE, 1 - 25 LF 4,890.000 PR 0633123 2 CABLE -FIBER OPTIC, F&I, UNDERGROUND,COMPOSITE, 26- 50 LF 11,192.000 PR 0635 1 11 PULL & JUNCTION BOXES, F&I, PULL BOX EA 128.000 0635 1 15 PULL & JUNCTION BOXES, F&I, FIBER OPTICS EA 14.000 0635 1 16 PULL & JUNCTION BOXES, F&I, SPECIAL EA 6.000 0639 1 22 SIGNALS,ELECTRICAL POWER SERVICE,UNDERGROUND, PURCHASED AS 8.000 BYCONTRACTOR FROM POWER COMPANY 0639 2 1 SIGNALS, ELECTRICAL SERVICE WIRE LF 300.000 0641 2 12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 5.000 0649 31102 MAST ARM,F&I, WIND SPEED-150,SINGLE ARM,W/0 LUMINAIRE-46 EA 3.000 0649 31103 MAST ARM,F&I, WIND SPEED-150,SINGLE ARM,W/0 LUMINAIRE-60 EA 5.000 0649 31105 MAST ARM,F&I, WIND SPEED-150,SINGLE ARM,W/0 LUMINAIRE-78 EA 4.000 0649 31202 MAST ARM,F&I, WIND SPEED-130,SINGLE ARM,W/0 LUMINAIRE-46 EA 1.000 0649 31204 MAST ARM,F&I, WIND SPEED-130,SINGLE ARM,W/0 LUMINAIRE, EA 7.000 ARM LENGTH 70.5 0649 31299 MAST ARM,F&I, WIND SPEED-130, CUSTOM EA 5.000 0650 51311 TRAFFIC SIGNAL, F&I, 3 SECTION, 1 WAY, STANDARD AS 47.000 0650 51312 TRAFFIC SIGNAL, F&I, 3 SECTIONS, 1 WAY, LIGHT WEIGHT AS 30.000 0650 51511 TRAFFIC SIGNAL, F&I, 5 SECTIONS, 1 WAY, STANDARD AS 9.000 0650 51512 TRAFFIC SIGNAL, F&I, 5 SECTIONS, 1 WAY, LIGHT WEIGHT AS 5.000 0653181 PEDESTRIAN SIGNAL, F&I, LED, 1 DIRECTION AS 20.000 0653182 PEDESTRIAN SIGNAL, F&I, LED, 2 DIRECTIONS AS 1.000 0653191 PEDESTRIAN SIGNAL, F&I, LED - COUNT DOWN, 1 DIRECTION AS 20.000 0653192 PEDESTRIAN SIGNAL, F&I, LED - COUNT DOWN, 2 DIRECTIONS AS 2.000 0659101 SIGNAL HEAD AUXILIARIES, F&I, BACK PLATES 3 SECT EA 31.000 0659107 SIGNAL HEAD AUXILIARIES, F&I, ALUMINUM PEDESTAL EA 16.000 0659108 SIGNAL HEAD AUXILIARIES, F&I, STEEL PEDESTAL EA 1.000 0659109 SIGNAL HEAD AUXILIARIES, F&I, CONC PEDESTAL TYPE II EA 3.000 0659118 SIGNAL HEAD AUXILIARIES, F&I, BACK PLATES, 5 SECT EA 5.000 CLUSTER 0660 1109 LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 EA 58.000 0660 1110 LOOP DETECTOR INDUCTIVE, F&I, TYPE 10 EA 17.000 CALL ORDER : 007 PROPOSAL ID : T5229 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0660 2102 LOOP ASSEMBLY, F&I, TYPE B AS 83.000 0660 2106 LOOP ASSEMBLY, F&I, TYPE F AS 51.000 0663 74 11 VEHICLE DETECTOR ASSEM, F&I, OPTICAL TYPE EA 5.000 0665 11 PEDESTRIAN DETECTOR, F&I, DETECTOR STATION, POLE OR EA 46.000 CONTROLLER CABINET MOUNTED 0670 5110 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA AS 1.000 0670 5111 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 1 PREEMPTION AS 5.000 0670 5112 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 2 PREEMPTION AS 2.000 0690 10 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL EA 66.000 0690 20 SIGNAL PEDESTRIAN ASSEMBLY REMOVAL EA 23.000 0690 31 SIGNAL PEDESTAL REMOVAL EA 6.000 0690 33 1 POLE REMOVAL, DEEP DIRECT BURIAL LF 129.000 0690 33 2 POLE REMOVAL, DEEP, BOLT ON ATTACHMENT LF 82.000 0690 50 CONTROLLER ASSEMBLY, REMOVE, COMPLETE ASSEMBLY EA 8.000 0690 70 DETECTOR PEDESTRIAN ASSEMBLY REMOVE EA 24.000 0690 80 SPAN WIRE ASSEMBLY, REMOVE EA 6.000 0690 90 CONDUIT & CABLING REMOVE PI 7.000 0690 91 SIGNAL INTERCONNECT CABLE REMOVE LF 800.000 0690100 SIGNAL EQUIPMENT MISCELLANOUS REMOVE PI 8.000 0699 1 1 INTERNAL ILLUM SIGN, ST NAME EA 22.000 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 12.000 0746 71132 TMS CABINET,F&I, TYPE III, PEDESTAL MNT, 2 BACKPLANE EA 2.000 <<<<<<<<<<<< SECTION 0005 LANDSCAPE / PERIPHERAL >>>>>>>>>>>> 0523 1 2 PATTERNED / TEXTURED PAVEMENT, CONCRETE SY 1,632.000 0526 1 2 PAVERS, ARCHITECTURAL, SIDEWALK SY 313.000 0570 1 2 PERFORMANCE TURF, SOD SY 4,029.000 0580 1 1 LANDSCAPE COMPLETE- SMALL PLANTS (23757625201) LS 1.000 0580 1 1 LANDSCAPE COMPLETE- SMALL PLANTS (23759215201) LS 1.000 0580 1 2 LANDSCAPE COMPLETE- LARGE PLANTS (23757625201) LS 1.000 0580 1 2 LANDSCAPE COMPLETE- LARGE PLANTS (23759215201) LS 1.000 0590 70 IRRIGATION SYSTEM (23757625201) LS 1.000 0590 70 IRRIGATION SYSTEM (23759215201) LS 1.000 0721 74 1 TRASH RECEPTACLE, PRE-FABRICATED EA 8.000 0721 75 1 BENCHES, PRE-FABRICATED EA 8.000 0750 1 19 ARCHITECTURAL, BUILDING, NEW, OTHER BUILDING LS 1.000 (2375921LAND) <<<<<<<<<<<< SECTION 0006 UTILITIES >>>>>>>>>>>> 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 20.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (23757625605) LS 1.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (23757625606) LS 1.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (23759215601) LS 1.000 1050 11223 UTILITY PIPE, F&I, PVC, WATER / SEWER, 5 - 7.9" LF 77.000 1050 11422 UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 2 - 4.9" LF 30.000 1050 11423 UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 5 - 7.9" LF 1,323.000 1050 11424 UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 8 - 19.9" LF 30,323.000 1050 11921 UTILITY PIPE, F&I, SPECIAL, WATER / SEWER, 0-1.9" LF 2,214.000 1050 11922 UTILITY PIPE, F&I, SPECIAL, WATER / SEWER, 2 - 4.9" LF 1,320.000 1050 16001 UTILITY PIPE,REMOVE & DISPOSE, 0 - 1.9" LF 581.000 1050 16002 UTILITY PIPE,REMOVE & DISPOSE, 2-4.9" LF 368.000 1050 16003 UTILITY PIPE,REMOVE & DISPOSE, 5-7.9" LF 6,535.000 1050 16004 UTILITY PIPE,REMOVE & DISPOSE, 8-19.9" LF 8,986.000 1055 11414 UTILITY FITTINGS, F&I, DI/CI, ELBOW, 8 - 19.9" EA 115.000 1055 11424 UTILITY FITTINGS, F&I, DI/CI, TEE, 8 - 19.9" EA 61.000 1055 11434 UTILITY FITTINGS, F&I, DI/CI, REDUCER, 8 - 19.9" EA 15.000 1055 11454 UTILITY FITTINGS, F&I, DI/CI, CAP/PLUG, 8 - 19.9" EA 13.000 1055 11494 UTILITY FITTINGS, F&I, DI/CI, SPECIAL, 8.0-19.9" EA 1.000 1060 15 UTILITY STRUCTURE, BELOW GROUND, ADJUST/MODIFY EA 26.000 1080 11101 UTILITY FIXTURES, F&I, 0 - 1.9", VALVE/METER BOX EA 4.000 1080 11203 UTILITY FIXTURES, F&I, 2-4.9", TAPPING SADDLE/SLEEVE EA 2.000 1080 11204 UTILITY FIXTURES, F&I, 2-4.9", VALVE ASSEMBLY EA 1.000 1080 11205 UTILITY FIXTURES, F&I, 2-4.9", BLOWOFF ASSEMBLY EA 12.000 1080 11207 UTILITY FIXTURES, F&I, 2-4.9", LINE STOP ASSEMBLY EA 4.000 1080 11303 UTILITY FIXTURES, F&I, 5.0 - 7.9", TAPPING EA 15.000 SADDLE/SLEEVE CALL ORDER : 007 PROPOSAL ID : T5229 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 1080 11304 UTILITY FIXTURES, F&I, 5.0 - 7.9", VALVE ASSEMBLY EA 11.000 1080 11307 UTILITY FIXTURES, F&I, 5-7.9", LINE STOP ASSEMBLY EA 17.000 1080 11403 UTILITY FIXTURES, F&I, 8.0-19.9", TAPPING SADDLE/SLEEVE EA 14.000 1080 11404 UTILITY FIXTURES, F&I, 8.0-19.9", VALVE ASSEMBLY EA 60.000 1080 11407 UTILITY FIXTURES, F&I, 8-19.9", LINE STOP ASSEMBLY EA 10.000 1080 14 UTILITY FIXTURES, RELOCATE EA 22.000 1080 15 UTILITY FIXTURES, ADJUST & MODIFY EA 21.000 1080 16 UTILITY FIXTURES, REMOVE & DISPOSE EA 4.000 1644133 08 FIRE HYDRANT, F&I, TRAFFIC, 2 HOSE, 1PUMPER, 6" EA 24.000 1644700 FIRE HYDRANT, ADJUST & MODIFY EA 1.000 1644800 FIRE HYDRANT, RELOCATE EA 1.000 1644900 FIRE HYDRANT, REMOVE EA 20.000