Description: The Defense Logistics Agency Weapons Support, Aviation Supply Chain ESOC Buys issued RFQ SPE4A0-27-T-0455 for one LEAD AND CONDUIT ASSEMBLY,ELECTRICAL (NSN 6150-00-767-1736). The item is to be delivered within five days after award, FOB Origin. Quotations must be submitted through DIBBS by November 10, 2026, and the RFQ is not a small-business set-aside.
Federal · VA, US
These related opportunities are still open for bidding.
CityLA
Posted
Oct 22, 2026
Nov 17, 2026
Work includes 7,586 LF 1 1/2" trenching & backfilling; 914 LF of 1 1/2" jack & boring conduit; temporary signs & barricades; 251 LF 1 1/2" rigid galvanized steel; 8,500 LF of 1 1/2" PVC duct; 21,258 LF of 600V cable; 3 EA of 30A/4P lighting; 2 EA lead Area light Type D.
CityTX
Posted
Nov 2, 2026
Nov 24, 2026
Work includes 1 LS access road improvements; 1 LS lead paint test; 1 LS demolition of the existing tanks and foundation; 1 LS site grading; 1 LS erosion/sedimentation control; 1 EA fire hydrant assembly with gate valve; 1 ea valve vault with hatch, sump, and sump pump; 1 ea connect to existing waterline; 581 LS chain link fence with mow strip; 1 LS 2.6 mg ground storage tank; 1 LS site electrical - conduit, wire, duct banks, etc; 1 LS lighting; 1 LS SCADA and communication system; 1 ea 80ft antenna tower with foundation; 1 LS instrumentation.
CountyNC
Posted
Nov 5, 2026
Dec 2, 2026
RFQ number 03-1037W Issued Thursday, November 5, 2026 Questions due Wednesday, November 18, 2026 Quotes due Wednesday, December 2, 2026, 4:00 p.m. Submit to Jaclyn Mathis, Purchasing Agent, jmathis@maconnc.org (cc jlee@maconnc.org) 1. Purpose Macon County (the "County") requests written quotations from internet service providers for fiber internet service to Veteran's Memorial Park. Phase 1 of the park's renovation, a 20-court pickleball complex (the "Court Complex"), is under construction. The service will support the Court Complex's new public WiFi and video surveillance network, which the County is procuring separately. The County will contract for this service. 2. Site and Scope There is no existing service at either location. The provider is responsible for the full path from its network to each termination point, including on-site trenching, conduit, handholes, permits, and locates. Work will be coordinated with the Phase 1 construction contractor; the County will share the construction schedule. The site lies partly in flood zone AE near Cartoogechaye Creek. Both locations are starred in Attachment A; Attachment B shows the Court Complex layout and the restroom building. • Connection 1 (base quote): the Court Complex restroom building, on the north side of the courts. Terminate on a provider ONT inside the building; the County will provide space and power. • Connection 2 (separately priced option): fiber extended to a handhole near the snack shack on the north side of the pool complex. This connection will later serve Phases 2-4 of the park (pool, amphitheater, playground, basketball, and tennis). The County may award it with Connection 1 or defer it. • Service: shared small-business fiber (GPON or XGS-PON). A dedicated business/enterprise fiber is not required. • Capacity: 500 Mbps to 1 Gbps symmetrical initially at each connection, with the ability to increase capacity during the term without new construction. State download and upload speeds. • Handoff: provider ONT with an Ethernet handoff to the County's firewall. A provider router is not required. • Addressing and service level: one static public IPv4 address per connection; state IPv6 availability. The provider's standard shared small-business SLA. 3. Pricing Quote a 36-month term. Price Connection 2 separately so it can be awarded or deferred. Fill in every line that applies; mark "included" or "N/A" where appropriate. Item Connection 1: Court Complex Connection 2: Pool (option) One-time (non-recurring) charges Construction to the termination point (include route length) Installation and activation ONT or other equipment, if not included Other one-time charges (describe) Monthly recurring charges (36-month term; state download/upload speed) 500 Mbps service 1 Gbps service 2 Gbps service Highest speed available (state speed) One static public IPv4 address Taxes, fees, and surcharges (estimate) Monthly charge, if any, while built but not active N/A 4. Include with the Quotation • Construction: the route and method to each location, and anything needed from the County (access, easements, coordination with the construction contractor). Say whether building both connections together lowers the cost. • Schedule: construction and installation interval from signed order to service activation for each connection. • Upgrades: how to move to a higher speed during the term, lead time, any one-time charge or equipment change, and whether the term restarts. • Connection 2: how service would later be extended from the handhole to a Phase 2-4 building, and the expected cost. • SLA: availability target, repair response and restoration times, support hours and contacts, and outage credits. • Contract terms: a copy of the service agreement; early termination liability; auto-renewal; price changes during and after the term; and whether one-time charges are reduced or waived for the 36-month term. 5. Submission and Questions Email the quotation as a PDF to Jaclyn Mathis, Purchasing Agent, at jmathis@maconnc.org, with a copy to Jeff Lee at jlee@maconnc.org, by the due date above. Use the subject line "Rec Park Fiber RFQ - [provider name]". Direct technical questions and site-visit requests to Jeff Lee and process questions to Jaclyn Mathis, in writing, by November 18, 2026. Answers that affect all providers will be sent to every provider that received this RFQ and posted on the county's website. 6. Selection Quotations will be compared on the total cost of the 36-month term, construction and installation interval, upgrade path, and service level. Quotations must remain valid for 60 days after the due date. This RFQ is not an order: the County may reject any or all quotations, award Connection 1 without Connection 2, waive informalities, and ask providers to clarify their quotations. Quotations are public records under N.C.G.S. 132-1; mark any pages containing trade secrets "CONFIDENTIAL." Attachment A: Site Map Star 1 marks Connection 1, the Court Complex restroom building on the north side of the Phase 1 pickleball complex. Star 2 marks Connection 2, the handhole near the snack shack on the north side of the pool complex. Attachment B: Phase 1 Court Complex Layout Phase 1 site plan on the aerial (January 14, 2026). The red box marks the restroom building, the termination point for Connection 1. Flood zone AE, the Duke Energy right-of-way, and the 30-foot creek buffer are shown on the plan.
South Carolina Department of Transportation
State AgencySC
Posted
Nov 3, 2026
Dec 8, 2026
Call No.: 010 SC File NO(S).: 5177470 PCN: P043328 Project No.: P043328 DBE Goal Percent: 0.00% Approx. Length (miles): 3.7200 Description: CAROLINA CROSSROADS PHASE 3A - CO(S).: Lexington Richland FRONTAGE ROADS AND UTILITIES Completion Date: 9/30/2029 Days Funding: FED ITEMS OF WORK INCLUDE THE FOLLOWING: Description Quantity Units MOBILIZATION 1.000 LS MOBILIZATION - SUBCONTRACTOR 1.000 LS BONDS AND INSURANCE 1.000 LS CONSTRUCTION STAKES, LINES & GRADES 1.000 EA UTILITY RELOCATION NO. ____ 01 1.000 EA UTILITY STAKING 1.000 LS LARGE PUBLIC WATER RELOCATION NO. ____ 001 1.000 EA CPM PROGRESS SCHEDULE 1.000 LS CLEARING & GRUBBING WITHIN RIGHT OF WAY 34.200 ACRE REMOVAL & DISPOSAL ITEM NO. 001 1.000 LS REMOVAL & DISPOSAL ITEM NO. 002 1.000 LS REMOVAL & DISPOSAL ITEM NO. 003 1.000 LS REMOVAL & DISPOSAL ITEM NO. 004 1.000 LS REMOVAL & DISPOSAL ITEM NO. 005 1.000 LS REMOVAL & DISPOSAL ITEM NO. 006 1.000 LS REMOVAL & DISPOSAL ITEM NO. 007 1.000 LS REMOVAL & DISPOSAL ITEM NO. 008 1.000 LS REMOVAL & DISPOSAL ITEM NO. 009 1.000 LS REMOVAL & DISPOSAL ITEM NO. 010 1.000 LS REMOVAL & DISPOSAL ITEM NO. 011 1.000 LS REMOVAL & DISPOSAL ITEM NO. 012 1.000 LS REMOVAL & DISPOSAL ITEM NO. 013 1.000 LS REMOVAL & DISPOSAL OF EXISTING PAVEMENT 1,462.000 SY REMOVAL & DISPOSAL OF EXISTING CURB 7,830.000 LF REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT 45,495.000 SY REMOVAL OF EXIST. GUARDRAIL 1,508.000 LF REMOVAL & DISPOSAL OF EXISTING CULVERT(__)'X(__) 4'x8' 1.000 EA CULVERT EXTENSION PREPARATION 1.000 EA UNCLASSIFIED EXCAVATION 199,151.000 CY BORROW EXCAVATION 2,000.000 CY MUCK EXCAVATION 1,417.000 CY GEOTEXTILE, SEPARATION 20.000 SY STRUCTURE EXCAVATION FOR CULVERTS 69.000 CY NO. 57 STONE FOR BACKFILL 30.000 TON FINE GRADING 43,033.000 SY FLOWABLE FILL 4.000 CY MAINTENANCE STONE 194.000 TON LIQUID ASPHALT BINDER PG64-22 1,455.837 TON FULL DEPTH ASPH. PAV. PATCHING 6" UNIF. 100.000 SY MILLING EXISTING ASPHALT PAVEMENT 1.5" 11,259.000 SY MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 3,329.000 SY ASPHALT BASE COURSE - TYPE A 16,548.000 TON ASPHALT INTERMEDIATE COURSE TYPE B 5,241.000 TON ASPHALT INTERMEDIATE COURSE TYPE C 1,296.000 TON ASPHALT SURFACE COURSE TYPE B 3,926.000 TON ASPHALT SURFACE COURSE TYPE C 1,528.000 TON TRAFFIC CONTROL 1.000 LS BARRICADE - TYPE III 888.000 LF PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 1,573.000 SF PERMANENT CONSTRUCTION SIGNS (BARRICADE MOUNTED) 1,206.000 SF PORTABLE TERMINAL IMPACT ATTENUATOR-TEST LEVEL 2 6.000 EA PORTABLE TERMINAL IMPACT ATTENUATOR-TEST LEVEL 3-70 MPH 3.000 EA TEMPORARY CONCRETE BARRIER - UNANCHORED 2,402.000 LF CONSTRUCTION ZONE ELECTRIC CHANGEABLE MESSAGE SIGN (TRAILER 2.000 EA TYPE B - FLASHING LIGHT 38.000 EA PAVEMENT MARKINGS(TEMP-THERMOPLASTIC) 4" WHITE BROKEN LINES 2,733.000 LF PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-4"WHITE SOLID LINE 45,047.000 LF PAVEMENT MARKING(TEMP.-THERMOPLASTIC)4" YELLOW SOLID LINES 45,114.000 LF PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-8"WHITE SOLID LINE 145.000 LF PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)24"WHITE SOLID LINE 1,400.000 LF PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-WHITE SINGLE ARROW 11.000 EA PAVEMENT MARKINGS(TEMPORARY-THERMOPLASTIC)-WHITE WORD 'ONLY 7.000 EA 4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 3,516.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 68,369.000 LF 8"WHITE SOLID LINES(CROSSWALK&CHANNELIZATION)FAST DRY PAINT 718.000 LF 24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 1,799.000 LF WHITE SINGLE ARROW (LEFT, STRAIGHT, RIGHT)-FAST DRY PAINT 23.000 EA WHITE WORD MESSAGE "ONLY"-FAST DRY PAINT 13.000 EA 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 75,522.000 LF 6"YEL SOLID LINES ON 6"CONC.CURB(TOP&SIDE)-FAST DRY PNT 365.000 LF 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 783.000 LF 8" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 471.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 23,322.000 LF 8" WHITE SOLID LINES THERMOPLASTIC - 125 MIL. 102.000 LF 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 431.000 LF WHITE SINGLE ARROWS (LT, STRGHT, RT) THERMO.-125 MIL. 12.000 EA WHITE WORD MESSAGE "ONLY" -THERMOPLASTIC - 125 MIL. 6.000 EA 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 32,631.000 LF PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 4.000 EA PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 190.000 EA FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN 273.550 SF FLAT SHEET, TYPE III, SIZE DETERMINED BY MSG 19.500 SF FLAT SHEET, TYPE XI, SIZE DETERMINED BY MSG, OVERHEAD 35.000 SF MOUNTING ASSEMBLY FOR F.S. SIGN ERCTD ON SPAN WIRE 9.000 EA U-SECTION POST FOR SIGN SUPPORTS - 3P 593.000 LF SQUARE TUBING POST 12 GAUGE - 1 1/2" X 1 1/2" X 6 81.000 LF FURNISH & INSTALL 1.0" SCHEDULE 80 PVC CONDUIT 60.000 LF FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT 2,071.000 LF FURNISH & INSTALL 3.0" SCHEDULE 80 PVC CONDUIT 30.000 LF FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - BLACK 875.000 LF FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - GRAY 1,025.000 LF FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (BLACK) 885.000 LF FURNISH & INSTL NO. 14 COPPER WIRE,1-CONDUCTOR FOR LOOP WIRE 850.000 LF SAWCUT FOR LOOP DETECTOR 850.000 LF F&I-13"X24"X18"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD 3.000 EA FURNISH & INSTALL 13" X 32' STEEL STRAIN POLE AND FOUNDATION 2.000 EA FURNISH & INSTALL 3/8" GALVANIZED STEEL CABLE 465.000 LF FURNISH & INSTALL 10' BREAK-AWAY ALUM PEDESTAL POLE AND BASE 3.000 EA FURNISH & INSTALL - 12" 5 SECTION SIGNAL HEAD 1.000 EA FURNISH & INSTALL -12" 4 SECTION SIGNAL HEAD 1.000 EA FURNISH & INSTALL - 12" 3 SECTION SIGNAL HEAD 001 9.000 EA F&I - 1-WAY-1SECT.HAND/MAN COUNTDOWN PEDESTRIAN SIGNAL HEAD 3.000 EA F&I-PED PUSH BUT.SOLID STATE W/ TONE ASSEM 9"X15"&SIGN (R-10- 4a) 9.000 EA VEHICLE TRAFFIC SIGNAL HEAD MOUNTING ASSEMBLY FOR SPAN WIRE 11.000 EA BACKPLATE W/ RETROREFL.BORDERS FOR TRAFF. SIG. 11.000 EA F&I-PEDESTRIAN TRAF. SIGNAL HEAD MOUNTING ASSEM FOR POST TOP 3.000 EA REMOVE FOUNDATION OF STEEL STRAIN POLE - 18" BELOW GRADE 2.000 EA REMOVAL,SALVAGE,&DISP.OF EXISTING TRAF. SIGNAL EQUIPMENT 1.000 EA TEMPORARY ADJUSTMENT OF TRAFFIC SIGNAL EQUIPMENT 1.000 EA TEMPORARY TIMING ADJUSTMENTS PER SITE VISIT 1.000 EA F&I - VIDEO DETECTION SYSTEM W/ ONE CAMERA, HARDWARE & LEAD-IN 1.000 EA FURNISH & INSTALL VIDEO DETECTION CAMERA W/ HARDWARE & LEAD-IN 1.000 EA CONC. FOR STRUCTURES - CLASS 4000 937.900 CY CONC. FOR STRUCTURES - CLASS 4000(CULVERT) 7.700 CY STRAIGHT HEADWALL FOR 48" CIRCULAR PIPE-2 LINES 1.000 EA STRAIGHT HEADWALL FOR 60" CIRCULAR PIPE-1 LINE 1.000 EA STRAIGHT HEADWALL FOR 60" CIRCULAR PIPE-2 LINES 2.000 EA STRAIGHT HEADWALL FOR 72" CIRCULAR PIPE-1 LINE 2.000 EA GROOVED SURFACE FINISH 1,571.000 SY REINF. STEEL FOR STRUCTURES (ROADWAY) 733.000 LB REINF. STEEL FOR STRUCTURES (BRIDGE) 304,179.000 LB HOOP REINFORCING STEEL FOR STRUCTURES (BRIDGE) 13,808.000 LB PRESTRESSED CONC. BEAM (TYPE III) 963.400 LF PRESTRESSED CONCRETE FLORIDA I-BEAM(36") 863.100 LF 42" MASH CONCRETE BARRIER PARAPET/RAILING WALL 994.000 LF PILE DRIVING SET-UP 23.000 EA REINF. PILE TIPS (HP14 X 89) 23.000 EA STEEL H BEARING PILING (HP14 X 89) 886.000 LF DRILLED SHAFT SET-UP 8.000 EA CROSSHOLE SONIC LOGGING SETUP 8.000 EA DRILLED SHAFT WITH WET & DRY EXCAVATION - 42" DIAMETER 79.900 LF DRILLED SHAFT WITH ROCK EXCAVATION - 42" DIAMETER 124.100 LF DRILLED SHAFT WITH WET & DRY EXCAVATION - 48" DIAMETER 277.200 LF CONSTRUCTION CASING - 48" DIAMETER 277.200 LF 30" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 190.000 LF 54" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 415.000 LF 60" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 724.000 LF 72" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 175.000 LF 18" SMOOTH WALL PIPE 4,419.000 LF 24" SMOOTH WALL PIPE 1,653.000 LF 30" SMOOTH WALL PIPE 656.000 LF 36" SMOOTH WALL PIPE 164.000 LF 42" SMOOTH WALL PIPE 192.000 LF 48" SMOOTH WALL PIPE 560.000 LF 54" SMOOTH WALL PIPE 376.000 LF 60" SMOOTH WALL PIPE 2,016.000 LF 66" SMOOTH WALL PIPE 56.000 LF 72" SMOOTH WALL PIPE 360.000 LF CATCH BASIN -TYPE 1 CB - TYPE 1 16.000 EA CATCH BASIN -TYPE 9 13.000 EA CATCH BASIN -TYPE 9 WITH STANDARD 3' X 4' BOX 1.000 EA CATCH BASIN -TYPE 9 WITH STANDARD 3' X 5' BOX 1.000 EA CATCH BASIN -TYPE 16 20.000 EA CATCH BASIN -TYPE 17 10.000 EA CATCH BASIN -TYPE 18 4.000 EA DROP INLET (24" X 36") 14.000 EA DROP INLET (24" X 36") WITH STANDARD 4' X 4' BOX 1.000 EA DROP INLET TYPE 112 3.000 EA MANHOLE 4.000 EA 30" X 30" JUNCTION BOX 6.000 EA 36" X 36" JUNCTION BOX 3.000 EA 36" X 60" JUNCTION BOX 1.000 EA 36" X 72" JUNCTION BOX 3.000 EA 48" X 48" JUNCTION BOX 1.000 EA 60" X 72" JUNCTION BOX 1.000 EA 60" X 108" JUNCTION BOX 2.000 EA 72" X 72" JUNCTION BOX 5.000 EA PRECAST CONCRETE RISER - 48" DIAMETER 15.500 LF PRECAST CONCRETE DRAINAGE STRUCTURE - 6' X 6 6.000 EA PRECAST CONCRETE DRAINAGE STRUCTURE - 8' X 7 1.000 EA EXTRA DEPTH OF BOX 92.000 LF CATCH BASIN - TYPE 9(TOP ONLY) 6.000 EA DROP INLET(MULTIPLE GRATE) TOP ONLY 1.000 LF DRAINAGE BOX REHAB 1.000 EA ADJUST MANHOLE 1.000 EA ADJUST DROP INLET ADJUST D. I. 1.000 EA ADJUST JUNCTION BOX 2.000 EA JUNCTION BOX - CONVERT CB T-9 1.000 EA BEVELING OF PIPE END 22.000 EA 4' SLOPE FLUME (6" CURB STYLE WITH CUTOFFS) 19.400 LF CONCRETE CURB AND GUTTER(1'-6") OGEE 100.000 LF CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE 8,515.000 LF CONCRETE CURB AND GUTTER(2'-0") SLOPING FACE 222.000 LF CONCRETE SIDEWALK(4" UNIFORM) 1,074.000 SY DETECTABLE WARNING MATERIAL 112.000 SF CONCRETE DRIVEWAY(6" UNIFORM) 207.000 SY CONCRETE MEDIAN 121.000 SY PEDESTRIAN RAMP CONSTRUCTION 40.000 SY ELASTOMERIC BEARING 54.000 EA WATERPROOFING 57.500 SY AGGREGATE UNDERDRAIN(AGG#789)WITH 4"PERF.PIPE FOR STRUC 225.000 TON RIP-RAP (CLASS B) 4,314.000 TON GEOTEXTILE FABRIC FOR EROSION CONTROL UNDER RIPRAP (CLASS 2) 40.000 SY GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 1)TYPE B 120.000 SY GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE C 5,803.000 SY MT3 LEADING END TREATMENT TL3 5.000 EA MB TRAILING END TREATMENT 5.000 EA FLUME INLET AT GUARDRAIL (HANDWORK) 2.000 EA NON-MOW STRIP UNDER GUARDRAIL 772.500 SY 72" CHAIN LINK FENCE 1,850.000 LF TEMPORARY BARRIER FENCE (ORANGE) 1,980.000 LF RIGHT OF WAY MARKER(REBAR AND CAP) 164.000 EA RIGHT OF WAY PLAT 1.000 LS PERMANENT COVER 46.600 ACRE TEMPORARY COVER 35.500 ACRE FERTILIZER (NITROGEN) 4,660.000 LB FERTILIZER (PHOSPHORIC ACID) 4,660.000 LB FERTILIZER (POTASH) 4,660.000 LB AGRICULTURAL GRANULAR LIME 93,200.000 LB SELECTIVE WATERING 271,500.000 GAL MOWING 159.400 ACRE TURF REINFORCEMENT MATTING (TRM) TYPE 1 11.091 MSY TURF REINFORCEMENT MATTING (TRM) TYPE 2 0.473 MSY TURF REINFORCEMENT MATTING (TRM) TYPE 3 0.103 MSY TEMPORARY EROSION CONTROL BLANKET (ECB) 18.155 MSY TURF REINFORCEMENT MATTING (TRM) TYPE 1 3.966 SY HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 1 41.200 ACRE HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 3 41.200 ACRE INLET STRUCTURE FILTER - TYPE F (WEIGHTED) 405.000 LF SEDIMENT TUBES FOR DITCH CHECKS 4,893.000 LF SILT FENCE 14,700.000 LF REPLACE/REPAIR SILT FENCE 1,470.000 LF SILT BASINS 242.000 CY POROUS BAFFLE 1,160.000 LF FLOATING SKIMMER 2.000 EA REMOVAL OF SILT RETAINED BY SILT FENCE 3,675.000 LF CLEANING INLET STRUCTURE FILTERS 32.000 EA INLET STRUCTURE FILTER - TYPE E (CATCH BASIN TYPE 1) 4.000 EA INLET STRUCTURE FILTER - TYPE E (CATCH BASIN TYPE 16) 12.000 EA INLET STRUCTURE FILTER - TYPE E (CATCH BASIN TYPE 17) 11.000 EA INLET STRUCTURE FILTER - TYPE E (CATCH BASIN TYPE 18) 3.000 EA INLET STRUCTURE FILTER - TYPE D2 33.000 EA FILTER MATERIAL FOR INLET STRUCTURE FILTER - TYPE D2 58.000 EA INLET STRUCTURE FILTER - TYPE A 26.000 LF SEDIMENT DAM RIPRAP 23.000 TON AGGREGATE NO.5 FOR EROSION CONTROL (6" UNIFORM) 1,812.000 SY STABILIZED CONSTRUCTION ENTRANCE 2,750.000 SY HIGH DENSITY POLYETHYLENE (HDPE) POND LINER 14,700.000 SY JOINT USE DUCT BANK 1.000 LS
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