Section B - Schedule of items.pdf
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- Solicitation number
- AG-4419-S-10-0472
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Section B - Schedule of items
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Other files
| File | Type | Posted |
|---|---|---|
| SF30 - Amend 1.pdf | ||
| Exhibit 2 - Drawings.pdf | ||
| Amendment to Sec.B Attach 1 - Specs.pdf | ||
| PreBid_Meeting_Notes.docx | DOCX document | |
| Section A - SF1442.pdf | ||
| Sections C thru M - Solicitation.doc | DOC document | |
| Attachment 1 - Specifications revised.pdf | ||
| Exhibit 1 - Project Drawings.pdf | ||
| Attachment 2 - Wage Determination.doc | DOC document |
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Bid Schedule Flanners Beach Campground
On-Site Septic System Construction
Method of *Pay Item Description Measurement Quantity Unit Unit Price
Amount
1. MOBILIZATION & BONDING
(Not to exceed 7.5% of total bid)
LSQ 1 LS $
2. CLEARING, GRUBBING
And DISPOSAL
3.
DEMOLITION
A. Demolition and disposal of LSQ 1 LS $ existing Treatment Plant
B. Miscellaneous Demolition and LSQ 1 LS $ disposal
4. SAWCUTTING AND PATCHING
of exist. Roadway per
Specification 02600
5. SITE ELECTRICAL MODIFICATIONS
A. Installation of 3” Sch. 40 PVC Electrical Conduit between pole mounted Transformer and Meter base (Wiring by Power Co.) AQ 65 LF $ _____
6.
WATER SYSTEM MODIFICATIONS:
A. Installation of ¾” Dia.
SDR-9 HDPE waterlines to new Hydrant AQ 82 LF $ _____
B. Installation of Frostproof Hydrant complete, including wooden curb AQ 1 EA $ _______ $
C. Installation of Valves w/ valve boxes per detail sheet 12 of drawings
a. 3/4 inch Size curb stop AQ 1 EA $ ________
7.
ON- SITE SEPTIC SYSTEM – RESTROOM BUILDING
A. Installation of 2-Compartment DQ 1 EA $ _____ 3,000 Gal. Septic Tank
B. Installation of 6” Dia. Sch. 40 AQ 25 LF $ _ _____ PVC Sewerline
C. Installation of 4” Dia. Sch. 40 AQ 100 LF $ _ _____ PVC Sewerline
D. Installation Distribution Box DQ 1 EA $ ______
E. Installation of 3” Dia. Sch. 40 AQ 430 LF $ _____ PVC Lateral Lines to
Nitrification Field
F. Installation of Infiltrator Chamber System, complete AQ 672 LF $ _____ including insp. ports
8.
ON- SITE SEPTIC SYSTEM – BATH - HOUSE
A. Installation of 6” Dia. AQ 180 LF $ _____ Sch.40 PVC Sewermains
B. Installation of 2- Compartment DQ 1 EA $ _____ 6,000 Gal. Septic Tank, complete
C. Installation of 5,000 Gal. DQ 1 EA $ _____ Pump tank complete, including
Pumps, Valves Vault, & Misc.
D. Installation of Manifold Vaults, DQ 2 EA $ _____ Complete
E. Installation of dual 3” Dia. AQ 230 LF $ ______ Sch. 40 PVC Pressured Effluent
Lines
F. Installation of 3” Dia. Sch. 40 AQ 800 LF $ _____ PVC Lateral Lines to
Nitrification Field
G. Installation of Quick4 Standard AQ 2400 LF $ ______ Infiltrator Chamber System
H. Installation of Sewer Cleanouts AQ 3 EA $ ______ 9.
GENERATOR BUILDING CONSTRUCTION:
A. Construction of Block/Brick
Veneered Building
a. Concrete Foundation DQ 8.5 CY $ ______
b. 8’ CMU DQ 412 SF $ ______
c. Brick Veneer DQ 420 SF $ ______
d. Installation of 3’x7’ metal DQ 1 EA $ ______ door including hardware
e. Roof Framing DQ 1 LS $
f. Standing Seams Metal Roof DQ 3.5 SQ $ $
g. Painting LSQ 1 LS $
B. Installation of Building LSQ 1 LS $ Electrical System
C. Installation of LP Gas Electrical LSQ 1 LS $ Generator including tank and piping
D. Installation of Security Chain- AQ 228 LF $ $ Link Fence
1. Installation of 12’ Double Gate DQ 1 EA $ ______
10. #57 Stone Surfacing for Generator DQ 50 TONS $ $ Bldg. Site Only **
11. Erosion and Sedimentation Control LSQ 1 LS $
Total Bid Price $
* Any other item of work shown on the drawings or required by the specifications shall be considered incidental to the bid items shown, and no additional payment will be made.
** #57 stone used for tank bedding and nitrification lines liners is considered incidental to those items.
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