Attachment 15a - Seed RFP_SOO with Drawings Water Main Lancaster and Canberra Amendment 0002-.pdf
PDF 2 MB Posted
- Solicitation number
- FA303024R0004
About this file
This document is a Statement of Objectives (SOO) for a federal contract opportunity to replace water mains, service lines, fire lines, hydrants, and water control valves at Goodfellow Air Force Base in Texas. The work includes excavation, installation of new C-900 piping, fire hydrants, valves, and associated repairs to sidewalks, pavement, and landscaping. The contractor will be responsible for all quality control testing, submittals, and site restoration. This project is part of the Simplified Acquisition of Base Engineering Requirements (SABER) Indefinite Delivery/Indefinite Quantity (IDIQ) contract at Goodfellow AFB, which is set aside for certified 8(a) business concerns. The contract has a guaranteed minimum of $750,000 and a maximum of $25,000,000 over the life of the contract. The Request for Proposal is expected to be issued on or around June 20, 2024 with an anticipated closing date of July 5, 2024.
View the file
Other files
Show all 49
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PAGE (1)
SABER
STATEMENT OF OBJECTIVES (SOO)
REPLACE WATER MAINS, AND VALVES FT. GRIFFIN/W CANBERRA
Project Opportunity # 1030148
1.0 PROJECT SCOPE: The work under this task order consists of providing all labor, tools, transportation, supplies, supervision, materials, and associated design with installing new C-900 water main lines. This project replaces existing water mains, existing service lines, existing fire lines and hydrants, and existing water control valves to improve system capacity and operations.
The project will include the replacing of the existing 12-inch water main lines from an identified water control valve past B516, onto Ft. Lancaster Ave. and continuing South to Griffin Walkway.
The project will also include replacing the existing 6-inch, 8-inch, and 10-inch lateral lines that service the existing facilities and fire hydrants. Fire hydrants will be 5-1/4” dry barrels. Water control valves will be resilient wedge gate valves with fusion epoxy coating. The work includes, but is not limited to all excavation/boring/trenching, plumbing, and associated tasks/crafts, required to successfully provide a complete usable system under this project’s requirements. All work shall be accomplished in strict accordance with the Goodfellow AFB SABER Contract.
2.0 MATERIAL AND DEBRIS REMOVAL: All demolished materials and debris shall become the property of the Contractor. All remaining construction material shall be disposed of/or recycled off base at the Contractor’s expense in accordance with local, state, and federal environmental laws and regulations.
3.0 CONTRACTOR FURNISHED MATERIALS: Contractor shall furnish all materials to accomplish the work described in this SOO.
4.0 PROJECT DESCRIPTION: The following requirements are intended to describe the general scope of the project, but in no way limits the contract with respect to the extent of the work indicated in the specifications or on the drawing and are subject to the terms and conditions of the contract. It is the intent and meaning of this document that the Contractor shall provide excavation\boring\trenching, new water main, lateral lines, fittings, water control valves, fire hydrants, sidewalks, pavement/base course repairs, and establish turf that is complete with all items and appurtenances necessary, reasonably incidental, or customarily included, even though each item is not specifically called out.
DEMOLITION:
General requirements
1) Contractor shall demolish existing fire hydrants.
(See ENLARGED Fire Hydrant Location Map)
2) Contractor shall demolish concrete sidewalk where and as needed.
UPDATED 07.2024
PAGE (2)
3) Contractor shall demolish concrete/asphalt paving/curbing and base course where needed.
4) Contractor shall remove existing valves as need to install new valves.
5) Contractor shall provide asphalt/concrete saw cutting.
6) Contractor shall abandon all existing water mains in place after new water main is installed.
7) Contractor shall remove any landscaping rock and reinstall after new lines are installed.
NEW WORK:
Civil:
1) Contractor shall provide steel road plates as needed to protect roadways before asphalt repairs.
2) Contractor shall excavate for water mains and laterals connections.
3) Contractor shall compact trench with gravel bedding per SABER Spec’s.
4) Contractor shall provide new concrete sections of sidewalk/curb and gutter were removed from excavation site.
5) Contractor shall provide new asphalt primer and tack material for road repairs.
6) Contractor shall provide new compacted base course material where needed.
7) Contractor shall provide new hot mix hot lay asphalt for street repair where needed.
8) Contractor shall cap existing cast iron line off main after new line is active.
9) Contractor shall provide new topsoil and dry seed in all areas disturbed by installing new water main.
10) Contractor shall paint all new valve covers blue.
Plumbing:
1) Contractor shall provide and install new 6”, 8” and 12” C-900 pipe.
2) Contractor shall provide and install new 6” and 8” resilient wedge-gate valves with fusion epoxy coating and cast-iron valve boxes.
PAGE (3)
3) Contractor shall provide thrust blocking at all three-way valves (as needed or required).
4) Contractor shall provide new gravel bedding for 6”, 8” and 12” C-900 water main.
5) Contractor shall provide and install new connections and valves on lateral lines.
6) Contractor shall provide boring or trenching under curbs and gutters for new water main lines.
7) Contractor shall provide steel case for pipe borings (as needed or if required).
8) Contractor shall provide new uni-lugs bolts on all C-900 fittings and valves.
9) Contractor shall provide all disinfectant on new water lines.
10) Contractor shall provide all water testing (Bac-T) and test results.
11) Contractor shall provide new water line marking tape on new water main.
12) Contractor shall provide and install 5 new 5 ¼” fire hydrants.
13) Contractor shall provide hydronic testing to new water main.
14) Contractor shall provide and install joint restraints at each connection.
15) Contractor shall provide and install new painted road marking as needed.
Electrical: N/A
5.0 SPECIAL CONSIDERATIONS: Work shall be performed in a manner to create minimum disturbance and inconvenience to the Goodfellow AFB, the personnel visiting, and working around the construction areas. As a minimum the Contractor shall give the Contracting
Officer advance 14- day notice in writing for any utility outages affecting buildings, any part of
GAFB. This project can be completed in several phases so there is minimum disturbance and inconvenience to Goodfellow AFB personnel. CE can provide water outages during normal duty hour to support this water main project.
6.0 GENERAL QUALITY CONTROL TESTING: The Contractor is responsible for all quality control testing. All testing shall be performed at no additional cost to the Government.
No work requiring testing will be permitted until the required tests have been identified and approved by the Contracting Officer.
PAGE (4)
7.0 SUBMITTALS: The Contractor shall provide the following submittals to the Contracting
Officer for approval/disapproval:
1) As-Built Drawings
2) C-900 pipe and connectors.
3) Concrete strength/slump tests and asphalt, prime coat, and base material.
4) DD Form 1354 Checklist
5) Water Main Valves
6) Fire Hydrants
7) Water Test Results
8) Traffic Plan
9) Compaction and asphalt results
10) C & D Disposal Reports/ Recycle in Pounds
11) Hazmat Usage
12) Bedding material
13) Base material
14) Asphalt material
END OF STATEMENT OF OBJECTIVE
Ð î" dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dcdc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dc dcdc dc dcdcdc dc dcdc dc dc dcdcdc dc dc dc dc dc dc dc dc dc dc dc dcdc dc dc dc dc dc dc dc dc dc dc dc dcdc dc dc dc dc dcdc dc dc dc dc dc dcdcdc dc dc dc dc dc dc dc dcdc dc dc dc dc dc dc dc dc dc dc dc dc dc dcdc dcdcdc dcdc dc dc dc dc dcdc dc dc dc dc dcdcdcdcdc dc dc dc dc dc dc dc dc dc dc dc dcdc dc dc dc dcdc dc
W W
W
W
W W . C
A N
FT. LANCASTER AVENUE
VA
N
C
E STR
EET M
A
RA
U
DER
W
A
C A
R
SW
ELL STR
EET
M A
R A
U D
ER
TR
O O
PW
A
LK
C A
R
SW
ELL A
LLEY
VA
N
C E C
IR
C
LE
512504 509
1591846821C Typewritten Text Proj. #1030148 ENLARGED Water Distribution Map of Project Location
Refer to SOO for project scope
1591846821C Typewritten Text NOTE: This map is being provided to identify the project location ONLY.
The Contractor shall be responsible for verifying the existing site conditions.
To include footages and quantities of equipment to be removed and replaced.
1591846821C Polygon
1591846821C Text Box 12"
1591846821C Text Box 12"
1591846821C Text Box 12"
1591846821C Text Box 12"
1591846821C Text Box 8"
1591846821C Line
1591846821C Text Box
GRIFFIN WALKWAY
1591846821C Text Box The project will include the replacing of the existing 12-inch water main lines from an identified water control valve past B516, onto Ft. Lancaster Ave. and continuing South to Griffin Walkway. The project will also include replacing the existing 6-inch, 8-inch, and 10-inch lateral lines that service the existing facilities and fire hydrants. The new fire hydrants will be 5-1/4” dry barrels. The new water control valves will be resilient wedge gate valves with fusion epoxy coating. The existing water lines will remain active until the new water lines are in place, inspected, and approved as ready to be charged. The existing water lines will be capped at all disconnect points and abandoned in place. The work includes, but is not limited to all excavation/demolition, plumbing, and associated tasks/crafts, required to successfully complete this project's requirements.
Typewritten Text ** Cloud denotes Areas of Work **
W .C
A N
B
ER
R
A STR
EET
PO
W
E
D
SO
N
AVE.
R
SW
ELL STR
EET
M A
R A
U D
ER
TR
O O
PW
A
LK
LEY
C
IR
C
LE
FT. GRIFFIN AV
5-4
4-1
5-14
4-10
4-7
5-12
6-6 6-4
5-13
5-18
6-1
6-10
4-14
5-6
5-16
5-15
4-9
5-17
4-11
5-9
4-12
4-6 4-5
4-2 4-3
5-55-7
5-8
512504
509 510
516409
1591846821C Typewritten Text Proj. #1030148 ENLARGED Fire Hydrant Locations
1591846821C Polygon
1591846821C Polygon
1591846821C Polygon
1591846821C Typewritten Text
* Demo\remove existing Fire Hydrants - 4-5, 5-7, 5-8, & 5-14.
To include 6" lateral water line and water control valve from 12" main
* Provide and Install New 5 1/4" Fire Hydrant at location 4-5, 5-7, 5-8, & 5-14 To include new 6" lateral water line and new water control valve from 12" main
GRIFFIN WALKWAY
dc dc dc dc dc dc dc dc dc dc dc dc dc dcdc dc dc dc dcdc dc dc dcdc dc dc dcdcdc dc dc dc dc dcdc dc dc dc dc dc dc dc dc dc dc dc dcdc dc dc dc dcdc dc dc dc dc dc dc dc dc dc dc dc dc dc dcdc dc dc dc dc dc dcdc dc dc dc dc dcdc dc
!R
!R
!R
!R
!R
!R
!R
!R
!R
!R
!R
!R
!R
W . C
A N
B
ER
R A
STR
E
ET
FT. LANCASTER AVENUE
VA
N
C E
STR
EET M
A
RA
U
DER
W A
LK
R
SW
ELL STR
EET
M A
R A
U D
ER
TR
O O
PW
A
LK
A
LLEY
FT. GRI
512504 509
1591846821C Polygon
1591846821C Text Box
GRIFFIN WALKWAY
1591846821C Typewritten Text Proj. #1085841 ENLARGED Natural Gas Distribution Map of Project Location
1591846821C Typewritten Text
** NO NATURAL GAS LINE WORK IS INVOLVED IN THIS PROJECT**
1591846821C Typewritten Text NOTE: This map is being provided to identify the project location and other utilities within the project work site ONLY.
Area of Work
1591846821C
W . C
A N
B
ER
R A S
FT. LANCASTER AVENUE
VA
N
C
E STR
E
ET M
A
RA
U
DER
W A
LK
C A
R
SW
ELL S
TR
EET
M A
R A
U D
ER
TR
O O
PW
A
LK
R
SW
ELL A
LLEY
E C
IR
C
LE
512504 509
1591846821C Typewritten Text Proj. #1030148 ENLARGED Sanitary Sewer System Map
1591846821C Polygon
1591846821C Typewritten Text
** NO SANITARY SEWER WORK IS INVOLVED IN THIS PROJECT**
1591846821C Typewritten Text NOTE: This map is being provided to identify the project location and other utilities within the project work site ONLY.
GRIFFIN WALKWAY
1591846821C Text Box Area of Work
1591846821C
!U
W .C
A N
B
ER
R
A STR
EET
FT. LANCASTER AVENUE
M A
RA
U
DER
W
A
LK
A R
SW
ELL S
TR
EET
M A
R A
U D
ER
TR
O O
PW
A
LK
L A
LLEY
FT. GRIFFIN
512504 509
1591846821C Typewritten Text Proj. #1030148 ENLARGED Storm Drainage System
1591846821C Polygon
1591846821C Typewritten Text NOTE: This map is being provided to identify the project location and other utilities within the project work site ONLY.
** NO STORM DRAIN WORK IS INVOLVED IN THIS PROJECT**
1591846821C Text Box
GRIFFIN WALKWAY
1591846821C Text Box Area of Work
1591846821C
File details come from the government source that posted it. Updated .