Attachment_A_Schedule_of_Items.XLSX
XLSX spreadsheet 16 KB Posted
- Attached to
- Construct Prefabricated Metal Building Federal contract opportunity
- Solicitation number
- 12467018R0102
About this file
Attachment A Schedule of Items
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| SF30_(002).pdf | ||
| scan0006.pdf | ||
| scan0075.pdf | ||
| scan0070.pdf | ||
| Geotech_Report_-_Multi-function_building_SRS_-_GER.pdf | ||
| scan0066.pdf | ||
| Attachment_F_Drawings_7-18-18.pdf | ||
| Attachment_C_Specs_6-11-18.pdf | ||
| atch_7_site_visit.pdf | ||
| 0102_(1).docx | DOCX document | |
| ATch_4_DOL.docx | DOCX document | |
| Atch_5_SR_Special_requirements.docx | DOCX document | |
| Attachment_D_Specs_6-01-18.pdf | ||
| Attachment_E_Drawings_7-18-18.pdf | ||
| Attachment_B_Statement_of_Work.pdf | ||
| Atch_6_EXperience_Questionaire.docx | DOCX document |
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Text version
Contractor's Proposal
| ATTACHMENT A USDA Forest Service - Savannah River Site | ||||||
| Multi-Use Pre-Engineered Building Construction Project | ||||||
| SCHEDULE OF ITEMS | ||||||
| PAY ITEM | DESCRIPTION | PAY UNIT | EST. | |||
| QUANTITY | UNIT PRICE | TOTAL PRICE | ||||
| 10150 | Mobilization/Demobilization | LS | 1 | $ - 0 | $ - 0 | |
| 10350(A) | Pre-Engineered Metal Building [Includes furnishing of materials, construction, and erection of pre-engineered metal building, roof, walls, wall tiles, floor tiles, insulations, all interior floorings, ceilings, paintings, all interior plumbing fixtures and interior electrical fixtures and supports, gutters & downspouts, vent pipes, cultured stone, canopy, all interior plumbing, all interior electrical, all restroom fixtures, all interior and exterior HVAC in its entirety, doors, water cooler, fire extinguisher cabinet, windows (no hurricane insulated glazing window. Hurricane glazing window shall be substituted w/ something more economical per manufacture recommendations) and all other building apparatus in its entirety | Sq.Ft. | 3120 | $ - 0 | $ - 0 | |
| 10350(B) | Foundation and Slab, Building [Includes furnishing of materials, labor, and construction of pre-engineered building's foundation and slab. Includes: 3000 psi footing, foundation walls, and slab, piers, reinformcement, anchor rods, bolts, construction and expansion joints, foundation and earthwork, backfilling, and all other other foundation and slab apparatus in its entirety. Refer to Attachment E drawings] | LS | 1 | $ - 0 | $ - 0 | |
| 10350(C) | Exterior Electrical, Includes furnishing of materials, construction and labor of demo existing overhead lines and guy wire, install triplex overhead lines, fuse and speed links, aerial cables w/ massenger, pole guys, one 40 FT. treated utility wood pole, risers, clevis, insulation conducters, conduits, conduit support straps, fittings, bolts, breaker, all wires, all exterior electrical and electrical fixtures, grounding electrod, pole guy in its entirety etc and all other exterior electrical apparatus in its entirety. Refer to Attachment E drawings | LS | 1 | $ - 0 | $ - 0 | |
| 15401 | Contractor Testing (foundation subgrade AASHTO T310, sewer pipeline deflection tests, sewer low-pressure air tests, and sewer leakage tests, exterior domestic water pressure & leakage and domestic water cleaning and disinfection testing, reinforced concrete density, air content, slump, and concrete temperature at 1 per load after at least 0.25 yd^3 is discharged and obtain concrete compressive strength cylinders at 1 set per 30 yd^3 but not less than 1 per day. Cast at least four compressive strength test cylinders per set. Concrete testing is applicable to all pre-engineered building concrete only) | LS | 1 | $ - 0 | $ - 0 | |
| 20102 | Clearing and grubbing, disposal method {Stockpile Material in Approved Safe Zone}, (Includes all concrete sidewalks and new building clearing and grubbing) | Acre | 0.16 | $ - 0 | $ - 0 | |
| 20410(A) | Exterior Trench Excavation, Includes building's exterior water and sewer pipeline excavation | Cu.Yd. | 65 | $ - 0 | $ - 0 | |
| 20803(A) | Exterior Trench Backfill, Includes building's exterior water and exterior sewer pipeline backfilling in 8" compaction lifts | Cu.Yd. | 60 | $ - 0 | $ - 0 | |
| 22110(A) | Exterior Domestic Water Pipeline, Furnishing and installation of building's exterior 2" HDPE SDR11, 160 PSI with Heat Fusion Joints, appropriate transitions from PVC to HDPE, Tracer Wire, Warning Tape | L.F. | 90 | $ - 0 | $ - 0 | |
| 22110(B) | Exterior Sanitary Sewer Pipeline, Furnishing and installation of building's exterior 4" Schedule 40 PVC with Plain Ends, ASTM D 2665, Solvent-Cemented Joints, Thrusts Blocks, Cleanout, materials and installation for seperation from domestic water per IPC, Tracer Wire, Warning Tape | L.F. | 80 | $ - 0 | $ - 0 | |
| 22110(C) | 2 inch Poly-Water Ball Valve, Includes furnishing and installation of building's exterior water 2 inch poly water ball valve and transition to pvc as shown in Attachment F drawings | Each | 2 | $ - 0 | $ - 0 | |
| 22110(D) | Water Valve Box, Includes furnishing and installation of building's exterior water valve box to accommodate 2 inch poly water ball valve as shown in Attachment F drawings | Each | 2 | $ - 0 | $ - 0 | |
| 32120 | Crushed Aggregate Subbase and Base, 3/4 inch minus (Includes furnishing and placement of 4 inch depth beneath sidewalk 1 & 2) | Cu.Yd. | 18 | $ - 0 | $ - 0 | |
| 33540 | Minor Concrete for sidewalks, 3000 psi with Synthetic Fibers (Includes furnishing and construction of 4 inch depth x 5' wide sidewalk with contraction and expansion joints as shown in Attachment E and F drawings | Cu.Yd. | 15 | $ - 0 | $ - 0 | |
| 60201(A) | 10 inch pipe culvert, Solid Plain End Dual-Wall HDPE Culvert with Smooth Interior (Includes furnishing and installation of drainage pipe. Pipe shall be a high density polyethylene, single wall pipe used for drainage/culvert. No perforations are allowed. Installed beneath sidewalk 2. | L.F. | 11 | $ - 0 | $ - 0 | |
| 60201(B) | 10 inch pipe culvert, Solid Plain End Dual-Wall HDPE Culvert with Smooth Interior (Includes furnishing and installation of drainage pipe. Pipe shall be a high density polyethylene, single wall pipe used for drainage/culvert. No perforations are allowed. Installed beneath sidewalk 1. | L.F. | 15 | $ - 0 | $ - 0 | |
| 70402(A) | Pipe Bedding Material (Includes furnishing and installation of exterior sewer and exterior domestic water pipeline bedding material. (Max particle size:1/2 inch or half the corrugation depth, whichever is smaller) | Cu.Yd. | 6 | $ - 0 | $ - 0 | |
| SUBTOTAL PRICE | $ - 0 | |||||
| OPTIONAL BID ITEMS | ||||||
| PAY ITEM | DESCRIPTION | PAY UNIT | EST. | |||
| QUANTITY | UNIT PRICE | TOTAL PRICE | ||||
| 15201 | Slope, and reference stakes; method (I), tolerance (A) | LS | 1 | $ - 0 | $ - 0 | |
| 15702 | Silt Fence | L.F. | 650 | $ - 0 | $ - 0 | |
| 20409 | Drainage Excavation/Shaping, (Refer to Attachment F Drawings for drainages profiles. Covers sidewalk 1 and 2 drainage excavation and shaping) | Cu.Yd. | 60 | $ - 0 | $ - 0 | |
| 20410(B) | Re-route Exterior Trench Excavation, Includes exterior water pipeline excavation | Cu.Yd. | 61 | $ - 0 | $ - 0 | |
| 20803(B) | Re-route Exterior Trench Backfill, Includes exterior water and sewer pipeline backfilling in 8" compaction lifts | Cu.Yd. | 56 | $ - 0 | $ - 0 | |
| 22110(E) | Re-route Exterior Domestic Water Pipeline, Furnishing and installation of 2" HDPE SDR11, 160 PSI with Heat Fusion Joints, Tracer Wire, Warning Tape | L.F. | 160 | $ - 0 | $ - 0 | |
| 25102 | Placed riprap, class <Class 1>, Includes furnishing and placement of 15" - 6" minus riprp class 1 and geotextile at both drainage pipes inlet and outlet. See attacment F drawings | Ton | 10 | $ - 0 | $ - 0 | |
| 32121 | Structural Backfill, 3 inch minus (Includes furnishing and placement of 6 inch depth beneath foundation footings and slab. Material shall conform to 15% max of material passing No. 200 sieve, AASHTO T-27 and AASHTO T11 and 6% max of Plasticity index) | Cu.Yd. | 80 | $ - 0 | $ - 0 | |
| 60202 | 4" Existing Main Sewer Scope and Blading, (Includes scoping and blading of existing 4" main sanitary sewer pipeline) | L.F. | 240 | $ - 0 | $ - 0 | |
| 63404 | Pavement markings type C (Reflectorize Yellow 4" Wide Striping) | Sq.Ft. | 642 | $ - 0 | $ - 0 | |
| 70402(B) | Pipe Bedding Material, Re-routing (Includes furnishing and installation of re-routing exterior domestic water pipeline bedding material. (Max particle size:1/2 inch or half the corrugation depth, whichever is smaller) | Cu.Yd. | 5 | $ - 0 | $ - 0 | |
| SUBTOTAL PRICE | $ - 0 |
GRAND TOTAL PRICE $ - 0
| Cost Estimate for the State of South Carolina located in Aiken County on the Savannah River Site |
| Sq.Ft. = Square Feet |
Cu.Yd. = Cubic Yard LS = Lump Sum
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