Statement_of_Work_Water_Control_Structures.pdf
PDF 268 KB Posted
- Attached to
- CA-MERCED NWR-WATER CONTROL STRUCTURES Federal contract opportunity
- Solicitation number
- 140FGA23Q0010
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140FGA23Q0010_Amd_0002.pdf | ||
| Statement_of_Work_Water_Control_Structures_04172023_0002.pdf | ||
| B12_Questions_Answers_1_Water_Control_Structures_0001.pdf | ||
| Sol_140FGA23Q0010_Amd_0001.pdf | ||
| Price_Schedule_Water_Control_Structures.pdf | ||
| Sol_140FGA23Q0010.pdf |
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GPS CODE Location Description LAT LONG Header Height (Feet)
Header Width
Pipe Length
Pipe Diameter (Inches)
Main Weir QTY
Headwall Weirs QTY
Notes
NORTHMER1
Deadman creek north between Deadman 2 & 3 37.191219 -120.605021 6 5 50 36 1 1 Concrete
NORTHMER2 North end of duck slough field 37.205401 -120.603491 4 4 30 24 1 1 Concrete
NORTHMER3 Merced #3 37.082646 -120.748795 4 4 30 24 1 1 Concrete
NORTHMER4 Merced #4 37.206321 -120.615901 5 5 80 24 1 1 Concrete
NORTHMER5 Merced #5 37.196758 -120.61176 4 4 30 24 1 0 Concrete
NORTHMER6 Merced #6 37.198288 -120.615611 4 4 30 24 1 0 Concrete
NORTHMER7 Merced #7 37.194466 -120.636543 5 5 40 24 1 1 Concrete
NORTHMER8 Merced #8 37.202635 -120.612301 4 4 30 24 1 1 Concrete
Material
4(W)x4(H) Weir 24" Stub 5(W)x6(H) Weir 36" Stub
5(W)x5(H) Weir 24" Stub
4x4 Weir
5(w)x6(h) Weir
5(w)x5(h)
Quantity 5 1 2 3 1 2
Material 24" Pipe (20' Stick) 24" Pipe Couplers (Mar Mar and Slip
Coupler)
36" Pipe (20' Stick) 36" Pipe Couplers (Mar Mar and Slip
Boards 2'x6'
Redwood
Quantity 14 16 2 3 56
Amount of couplers needed: 13.5
14 couplers 24"inch diameter
2 couplers 36" inch diameter
56 weirboards
Location Description LAT LONG Header Height
Header Width
Length
Diameter (Inches)
Main Weir QTY
Weirs QTY
Notes
Deadman units sputhwest end 37.184577 -120.636228 7 5 40 40 2 3
Make concrete, currently steel, have a rock reenforement
Teal marsh b drainage canal leve 37.168403 -120.629897 7 5 40 30 1 2 5ft head wall on each side, concrete
Teal marsh b canal outlet 37.17324 -120.630633 5 5 45 24 1 0 Main weirs can stay
Teal marsh a canal outlet 37.173271, -
120.630670 -120.63067 5 5 80 24 1 1 6ft headwall, wood
Glory hole ditch outlet 37.173278 -120.630605 5 5 40 24 1 2 9ft headwall, 14ft headwall wood
Drainage teal marsh canal parallel to levi 37.171575 -120.633295 5 5 20 30 1 1 5 ft headwall, concrete East marsh G outlet 37.167966 -120.623925 4 4 40 24 1 0 East Marsh F outlet 37.167982 -120.62128 4 4 4 24 1 1 Drainage outlet 37.168032 -120.616669 6 5 80 30 1 2 On both sides.
Pintail marsh c outlet 37.168062 -120.609761° 4 4 50 24 1 0
Middle glory hole south unit 37.172967, -
120.623193 5 5 30 24 1 2
Middle glory hole north 37.174769, -
120.621907 5 5 30 24 1 2
Material 5(W)x7(H) Weir 30"
5(W)x5(H) Weir 24"
5(W)x5( H) Weir 30" Stub
4(W)x4( H) Weir 24" Stub
5(W)x6(H ) Weir 30" Stub
5x7 Weir
5x5 Weir
5x6 Weir Headwall 4x4 Weir Headwall
Quantity 1 5 1 3 1 5 8 2 1 Material 24" Pipe
(20' Stick) 24" Pipe Couplers (Mar Mar
30" Pipe (20' Stick)
30" Pipe
(Mar Mar and Slip
40" Pipe (20' Stick)
40" Pipe
(Mar Mar
Boards 2'x6' Redwood
Quantity 16 28 7 9 1 2 112 Amount of couplers needed: 1 coupler 40" inch diameter
15.95 16 coupler 24" inch diameter 7 7 couple 30" inch diameter
Amount of boards needed:
112 112 weir boards needed
STATEMENT OF WORK
DELIVERY OF WATER CONTROL STRUCTURES AND MATERIALS TO MERCED
NWR
1. GENERAL: The contractor will manufacture and/or procure and deliver pre-cast concrete water control weirs with pipe stubs, pre cast solid wall water control weirs for installation as headwalls, weir boards, pipe and couplers to various locations of the Merced NWR. Specific materials requirements are provided in Section 2 and again in Appendix A.
2. SCOPE:
A. QUALITY CONTROL
All workmanship and materials furnished and supplied under this specification are subject to inspection by the project technical coordinator and site foreman including all operations from the selection and production of materials through to final acceptance of delivered materials. The technical coordinator reserves the right to reject any materials which are not in accordance with the requirements of this specification.
B. SPECIFICATIONS
B.01 MATERIALS SUPPLIED TO THE PROJECT
TO BE DELIVERED TO Merced National Wildlife Refuge-Red Barn, North Merced
37.189812°, -120.610951°
One (QTY 1) 5’(W) x 6’(H) pre-cast concrete water control weir with 5’ stub of 36” ADS Series
95 Plain End Polyethylene Pipe
Two (QTY 2) 5’x 5’ pre-cast concrete water control weir with 5’ stub of 24” ADS Series 95
Plain End Polyethylene Pipe
Three (QTY 3) 4’x 4’ pre-cast concrete water control weir with 5’ stub of 24” ADS Series 95
Two (QTY 2) 4’x4’ pre-cast concrete water control weir without stub solid wall (headwall design)
270 Feet (QTY 14) 24" ADS SERIES 95 PLAIN END POLYETHYLENE PIPE – VIRGIN, 20’ sections
50 feet (QTY 2) 36” ADS SERIES 95 PLAIN END POLYETHYLENE PIPE – VIRGIN, 20’
Sixteen (QTY 16) MAR MAC couplers 24"inch diameter
Sixteen (QTY 16) ADS Split couplers 24"inch diameter w/zip ties
Three (QTY 3) MAR MAC couplers 36"inch diameter
Three (QTY 3) ADS Split couplers 36"inch diameter w/zip ties
Fifty-Six (QTY 56) 2x6x5 1/2" REDWOOD WEIR BOARDS
TO BE DELIVERED TO Merced National Wildlife Refuge-Maintenance Shop
One (QTY 1) 5’(W) x 7’(H) pre-cast concrete water control weir with 5’ stub of 30” ADS Series
95 Plain End Polyethylene Pipe
Five (QTY 5) 5’(W) x 7’(H) pre-cast concrete water control weir headwall
Five (QTY 5) 5’ x 5’ pre-cast concrete water control weir with 5’ stub of 24” ADS Series 95
One (QTY 1) 5’ x 5’ pre-cast concrete water control weir with 5’ stub of 30” ADS Series 95
Two (QTY 2) 5’ x 5’ pre-cast concrete water control headwall
Two (QTY 2) 4’ x 4’pre-cast concrete water control weir with 5’ stub of 24” ADS Series 95
Plain End Polyethylene Pipe without headwall
One (QTY 1) 4’ x 4’pre-cast concrete water control weir with 5’ stub of 24” ADS Series 95 Plain
End Polyethylene Pipe with headwall
One (QTY 1) 5’ x 6’ pre-cast concrete water control weir with 5’ stub of 30” ADS Series 95
Two (QTY 2) 5’ x 6’ pre-cast concrete water control headwall
320 Feet (QTY 16) 24" ADS SERIES 95 PLAIN END POLYETHYLENE PIPE – VIRGIN, 20’
140 Feet (QTY 7) 30” ADS SERIES 95 PLAIN END POLYETHYLENE PIPE – VIRGIN, 20’
20 Feet (QTY 1) 40” ADS SERIES 95 PLAIN END POLYETHYLENE PIPE – VIRGIN, 20’
Twenty-eight (QTY 28) MAR MAC couplers 24"inch diameter
Twenty-eight (QTY 28) ADS Split couplers 24"inch diameter w/zip ties
Nine (QTY nine) MAR MAC couplers 30"inch diameter
Nine (QTY nine) ADS Split couplers 30"inch diameter w/zip ties
Two (QTY 2) MAR MAC couplers 40"inch diameter
Two (QTY 2) ADS Split couplers 40"inch diameter w/zip ties
One hundred and twelve (QTY 112) 2x6x5 1/2" REDWOOD WEIR BOARDS
B.02 PRECAST CONCRETE WATER CONTROL STRUCTURES
Precast concrete weir (riser) structures shall conform to the sizes and dimensions as listed above.
Precast concrete weirs shall have two (twin) weir bays for stop logs. Each structure shall have a minimum 5-foot-long stub of pipe cast into the structure with the type and dimension equal to that of the attached pipe as specified in Section 2 and Appendix A.
The end of the pipe stub to be cast into the concrete structure shall be cut even and square, and set flush with the face of concrete. Structures shall have the pipe cast such that the invert is at or near the structure flowline. The surface of pipe to be embedded into concrete shall be clean of oils, dirt, and loose debris prior to being cast into the structure.
B.03 WOOD STOPLOGS/WEIR BOARDS
A complete set of stoplog boards shall be supplied for each structure cast with a pipe stub. Each board will be cut to fit individual structures including a 3/8-inch clearance on each end to allow for swelling when wet. Stoplogs shall be 2x6 rough cut (full 2 inch thickness) redwood. Wood stoplogs shall be free of knots or knotholes.
B.04 HDPE PIPE
Water tight HDPE (high density polyethylene) pipe shall be of the nominal size indicated in the project description sheet. The pipe shall be profile wall (corrugated) with a smooth interior and meet the requirements of ASTM F2648 or F2306, and ASTM D3350.
B.05 HDPE PIPE COUPLERS
Couplers for HDPE pipe necessary to complete installation in addition to the integral bell and spigot joints shall be Mar Mac Products “Polyseal” couplers.
3. PLACE OF DELIVERY AND PERIOD OF PERFORMANCE:
Deliveries will be to two locations within the Merced National Wildlife Refuge, Merced, CA
93645. See SPECIFICATIONS section B for locations of where each materials are needed to be delivered.
Delivery Location(s):
1. Merced National Wildlife Refuge-Maintenance Shop
7430 W Sandy Mush Rd
Merced, CA 95341
2. Merced National Wildlife Refuge – Red Barn, North Merced
37.189812°, -120.610951°
6689 W Sandy Mush Rd
Merced, CA 95341
4. GOVERNMENT FURNISHED EQUIPMENT OR MATERIALS/INFORMATION:
None
5. AVAILABILITY: Normal delivery hours are Monday thru Friday 7:00 a.m. – 4:00 p.m
6. TECHNICAL COORDINATOR: Gabriel Sandoval, Merced Assistant Refuge Manager.
Cell Phone 209-587-5530. Office # (209) 826-3508, ext. 125 Site Foreman: Kyle Whiteaker, Engineering Equipment Operator, Cell #209-587-0368.
APPENDIX A. SPECIFICATION SHEET
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