Attachment 001 Schedule Of Items.pdf

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Attached to
USDA-FS Ouachita National Forest AR, Shady Lake Recreation Site Day Use Renovation
Solicitation number
12445124B0008
Issued by

About this file

This document appears to be an Attachment 001 - Schedule of Items for a federal contract opportunity related to the renovation of the Shady Lake Recreation Area in the Ouachita National Forest in Arkansas.

The project scope includes the repair, replacement, or demolition of various site features such as roads, parking lots, walkways, a bathhouse, fishing pier, utilities, and site furnishings. Key requirements include providing labor, tools, and equipment to complete the project per local, state, and national codes. The solicitation is set aside 100% for small businesses under NAICS code 238910 (Site Preparation Contractors). The magnitude of the project is between $1-5 million. Relevant dates include a site visit/pre-bid conference on 4/25/2024, last date for questions on 5/3/2024, and bid submittal deadline of 5/15/2024. Award will be made to the lowest priced responsive/responsible bidder. The period of performance is 150 days from the notice to proceed.

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Ouachita National Forest Shady Lake Recreational Area Loop A Solicitation# 1244512R0008

DATE:

Item Extension

Deconstruction of plumbing fixture Moving Equipment, Dryer and Washer Deconstruction of wood components Structure Demolition - Grills, Picnic Tables, Vault Toilet, ETC.)

Pavement Removal Sidewalk Removal

CY $___________

Rough Carpentry Allowance Wood Siding Repair

Surface prep, scraping, sanding $___________ Paints & Coatings, siding. $___________ Concrete Water Storage Tank Painting/Lining $

SPECIALITIES

ADA Signage $___________

PLUMBING

Lavatory, rough-in supply $___________ Copper Pipe, Type L $___________ Water heater - selective demolition $___________ Water heater, reinstallation $___________ Facility Water Distribution - Hydrants $

EA

EA

Subtotal (Plumbing Work) $

DIVISION 26 - ELECTRICAL

26 05 05 Branch meter devices, socket, 200 A, 2 meter, electrical demolition, remove (Main 1.0 $__________ $____________________ 26 05 05 Control station, NEMA 1, electrical demolition, remove (Main building) 1.0 $__________ $____________________

22 00 00 EA 1 $_______________

22 00 00 EA 1 $_______________

22 11 00 EA 9 $_______________

DIVISION 22 -

22 00 00 EA 1 $_______________

22 00 00 LF 30 $_______________

DIVISION 10 -

10 14 00 EA 2 $_______________

Subtotal (Specialities Work)

09 06 00 SF 5,750 $__________________

09 97 24 SF 770 $__________________

Subtotal (Finishes Work)

06 20 00 SF 225 $__________ $___________________

Subtotal (Wood, Plastics, and Composites Work) $___________________

DIVISION 09 - FINISHES

09 01 90.5 SF 5,750 $__________________

Subtotal (Concrete Work

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 LS 1 $__________ $___________________

Subtotal (Existing Conditions Work)

DIVISION 03 - CONCRETE

03 30 00 Structural concrete (3000 psi), 18"Wx9"D, reinforced,concrete, placing and finishing 2 $_____________

02 41 19 SF 21,650 $__________ $___________________

02 41 19 SF 550 $__________ $___________________

02 41 00 SF 225 $__________ $_________________

02 41 16 LS 1 $_________ $__________________

02 41 00 EA 1 $__________ $_________________

02 41 00 EA 2 $__________ $_________________

DIVISION 1 - GENERAL CONDITIONS

Mobilization LS 1 $__________ $____________________

DIVISION 02 - EXISTING CONDITIONS

Section Unit Quantity Unit Cost

PROJECT:

CONTRACTOR:

EA

EA

EA

EA

EA

EA

CLF

CLF

CLF

CLF

CLF

CLF

CLF

CLF

CLF

CLF

EA

EA

EA

EA

LF

LF

LF

LF

LF

EA

EA

Extension

DIVISION 31- EARTHWORK

26 29 23 Variable frequency drives, enclosed, 460 volt, 10 HP motor size, NEMA 1 EA 2.0 $__________ Subtotal (Electrical Work) $

26 28 16 Safety switches, heavy duty, 3 pole, fusible, 240 volt, 400 amp, NEMA 3R EA 1.0 $__________ 26 28 16 Safety switches, heavy duty, 3 pole, nonfusible, 600 volt, 30 amp, NEMA 1 EA 1.0 $__________

26 27 16 Enclosure panels, 42" x 30", NEMA 12 & 4 EA 1.0 $__________ 26 28 13 Fuses, dual element, time delay, 250 V, 400 amp EA 2.0 $__________

26 24 16 Circuit breakers, bolt-on, 22 k A I.C., 2 pole, 240 volt, 70-225 amp EA 3.0 $__________ 26 27 13 Meter trans-socket, 13 terminal, 3 CT mounts, 400 A EA 1.0 $__________

26 05 33 Field Install Pag Mount Kit for concrete slab (Milbank K5410 or equal with labor EA 9.0 $__________ 26 24 16 Circuit breakers, bolt-on, 10 k A I.C., 2 pole, 240 volt, 80-100 amp EA 2.0 $__________

26 05 33 Unmetered RV Pad Mount Pedestal 50/30A/20A GFCI (Milbank U5210-XL-75 or EA 9.0 $__________ 26 05 33 Unmetered RV Pad Mount Pedestal Labor EA 9.0 $__________

Section Item Unit Quantity Unit Cost

26 05 33 Pull boxes, steel, type SC, raintight & weatherproof, 16" L x 16" W x 6" D, NEMA 3R 2.0 $__________ $____________________

26 05 33 Electric metallic tubing (EMT), 3/4" diameter, to 10' high 65.0 $__________ $____________________ 26 05 33 Pull boxes, steel, type SC, raintight & weatherproof, 30" L x 24" W x 12" D, NEMA 3R 1.0 $__________ $____________________

26 05 33 PVC conduit, schedule 40, 1-1/4" diameter, to 10' H, incl terminations, fittings, & 20.0 $__________ $____________________ 26 05 33 PVC conduit, schedule 40, 2-1/2" diameter, to 10' H, incl terminations, fittings, & 300.0 $__________ $____________________

26 05 33 Rigid galvanized steel conduit, 3" diameter, to 10' 10.0 $__________ $____________________ 26 05 33 PVC conduit, schedule 40, 1" diameter, to 10' H, incl terminations, fittings, & support 20.0 $__________ $____________________

26 05 26 5/8"x10' Copper Clad Steel Grounding Electrode 2.0 $__________ $____________________ 26 05 26 5/8" Ground Rod Clamps 11.0 $__________ $____________________

26 05 19 Panelboards, 1 phase 3 wire, main circuit breaker, 120/240 V, 400 amp, 42 circuits, 2.0 $__________ $____________________ 26 05 26 5/8"x8' Copper Clad Steel Grounding Electrode 9.0 $__________ $____________________

26 05 19 Wire, aluminum, stranded, 600 volt, 1/0, type XHHW 2.0 $__________ $____________________ 26 05 19 Wire, aluminum, stranded, 600 volt, 250 kcmil, type XHHW 10.0 $__________ $____________________

26 05 19 Wire, copper, solid, 600 volt, #10, type THWN-THHN 0.5 $__________ $____________________ 26 05 19 Wire, copper, stranded, 600 volt, #8, type THWN-THHN 1.5 $__________ $____________________

26 05 19 Wire, copper, stranded, 600 volt, 3/0, type THWN-THHN 27.0 $__________ $____________________ 26 05 19 Wire, copper, solid, 600 volt, #12, type THWN-THHN 1.5 $__________ $____________________

26 05 19 Wire, copper, stranded, 600 volt, #3, type THWN-THHN 0.1 $__________ $____________________ 26 05 19 Wire, copper, stranded, 600 volt, #2, type THWN-THHN 3.0 $__________ $____________________

26 05 19 Wire, copper, stranded, 600 volt, #4, type THWN-THHN 0.6 $__________ $____________________ 26 05 19 Wire, copper, stranded, 600 volt, #6, type THWN-THHN 9.0 $__________ $____________________

26 05 05 Safety switches, 250 or 600 V, 200 amp, remove, including disconnection of wire & 1.0 $__________ $____________________ 26 05 05 Panelboards, 3 wire, 120/240 V, 200 amp, electrical demolition, remove (Main building) 1.0 $__________ $____________________

26 05 05 Weatherhead/mast, 2" diameter, electrical demolition, remove 1.0 $__________ $____________________ 26 05 05 Meter socket, 4 terminal, electrical demolition, remove 1.0 $__________ $____________________

26 05 05 Controller, enclosed, 30 A, NEMA 1, electrical demolition, remove (Main building) 1.0 $__________ $____________________ 26 05 05 Safety switches, 250 or 600 V, 30 amp, electrical demolition, remove (Main building) 1.0 $__________ $____________________

31 10 00 2.75 31 23 16 1,200 31 23 23 6,500 $

32 05 16 2,304 32 05 16 6,475 32 12 16 28,750 32 13 13 655 32 13 13 9 32 17 13 23 32 17 23 230 32 17 23 45 32 91 13 2,350 32 91 19 1 $

33 05 14 4 33 05 14 1 33 11 16 1,210 33 31 00 1,370 33 31 00 2 33 32 19 1 33 36 00 1 33 42 13 106 33 42 13 127 $

SUMMARY

TOTAL COST

Culvert Pipe - 18" Reinforced Concrete LF $__________________ Subtotal (Utilities Work)

Public Utility Wastewater Pumping Stations LS $__________________ CXT Instaillation LS $__________________ Culvert Pipe - 12" Reinforced Concrete LF $__________________

Site Water Utility Distribution Piping LF $__________________ Sanitary Utility Sewage Piping LF $__________________ Sanitary Force Main Air Valves EA $__________________

Finish Grading and Seeding, Strawing, and Fertilizing LS $__________________ Subtotal (Exterior Improvements Work) $

DIVISION 33 - UTILITIES

Manholes and Structures - 48" Manhole EA $__________________ Sanitary Septic Tank EA $__________________

Pavement Marking - Striping LF $__________________ Pavement Marking - ADA Symbol SF $__________________ Geotextile Fabric SF $__________________

Concrete Sidewalk, Compacted Base SF $__________________ Concrete Paving and Impact Pad including grill, fire pit, picnic table EA $__________________ Parking Bumper Block EA $__________________

Subtotal (Earthwork Work) $

DIVISION 32 - EXTERIOR IMPROVEMENTS

Aggregate for Exterior Improvement - Tent Pad SF $__________________ Aggregate for Exterior Improvement - Roadway to Picnic Pavilion SF $__________________ Asphalt Paving, Compacted Base SF $__________________

Site Clearing/Grubbing AC $__________________ Excavating, chain trencher, utility trench, common earth, 12HP, 6"W, 24"D, LF $__________________ Fill CY $__________________

DATE:
CONTRACTOR 1:
CONTRACTOR 2:
1:
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