Pages from 42110341_Replace Water DistroSystem-FIG_DWGS_Descoped Work as of 03JUL24.pdf
PDF 975 KB Posted
- Attached to
- Replace Water Distribution System
- Solicitation number
- 6100061255
- Issued by
- Lebanon County, Pennsylvania
About this file
This document contains details about a state and local contract opportunity for the replacement of the water distribution system at Fort Indiantown Gap in Pennsylvania. The work includes the installation of approximately 11,283 linear feet of new 10-inch and 6-inch water main, fire hydrants, valves, and tie-ins. The contract is a standard low bid project, with a mandatory pre-bid conference scheduled for June 6, 2024, and bids due by June 26, 2024. The estimated range for the general construction is $1,500,001 to $2,000,000, with liquidated damages of $500 per day.
The contract opportunity is being issued by the Commonwealth of Pennsylvania, specifically for the Fort Indiantown Gap facility located in Lebanon County. The project is funded by the state, and the successful bidder will be expected to comply with all state and local requirements, including NPDES and erosion control measures. No further details are provided regarding pricing terms, set asides, incumbents, or funding sources.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Addendum #1.docx | DOCX document | |
| Wage Rates.pdf | ||
| Administrative Procedures 2023 DMVA.docx | DOCX document | |
| Bid docs to be returned.pdf | ||
| 42110341_Replace Water DistroSystem-FIG_SPECS.pdf | ||
| Addendum #2.docx | DOCX document | |
| C-306-(A) - 6-20-24.pdf | ||
| Addendum #5.docx | DOCX document | |
| Notice to Bidders.docx | DOCX document | |
| 42110341 FTIG Water Distribution Replacement_RFI_Log 21JUN24.pdf | ||
| General Conditions to the Construction Contract DMVA 2023 v5.docx | DOCX document | |
| FTIG Map 2017.pdf | ||
| Attachment_03_FTIG_Traffic_Route.pdf | ||
| 42110341 FTIG Water Distribution Replacement_RFI_Log as of 03JUL24.pdf | ||
| Addendum #3.docx | DOCX document | |
| Pre-bid sign in.pdf | ||
| Additional Standard Notes G-002 21JUN24.pdf | ||
| GP Permit SIte Plan-Vesle Run.pdf | ||
| 42110341_Replace Water DistroSystem-FIG_DWGS.pdf | ||
| Addendum #4.docx | DOCX document | |
| Instructions to Bidders 2023 DMVA.doc | DOC document |
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Text version
All work to be removed from current planned project.
10" 10"
10"
INSTALL 10" GATE VALVE
W/VALVE BOX TO GRADE.
THEN REDUCE TO 6" AND
TIE INTO EXISTING 6"
WATERLINE.
GATE VALVE NOT
REQUIRED.
EX. FIRE HYDRANT
ASSEMBLY AND GATE
VALVE TO BE REMOVED
AND CAPPED SEE NOTE
#2
NEW 10" DICL
10" 10"
10"
GATE VALVE NOT
REQUIRED.
EX. FIRE HYDRANT
ASSEMBLY AND GATE
VALVE TO BE REMOVED
AND CAPPED SEE NOTE
#2
INSTALL 10" GATE VALVE
W/VALVE BOX TO GRADE.
THEN REDUCE TO 6" AND
TIE INTO EXISTING 6"
WATERLINE.
All work to be removed from current planned project.
NEW 10" DICL
NEW 6" D.I.
ON EACH SIDE OF
THE STREAM
INSTALL A 6" VALVE
AND VALVE BOX TO
2' ABOVE GRADE
2" PVC SERVICE
LINE CONNECTION
WITH VALVE AND
VALVE BOX TO
GRADE
NEW F.H.
TIE INTO
NEW 6" D.I.
NEW 2" CTS
SERVICE LINE
CONNECTION WITH
VALVE AND VALVE
BOX TO GRADE
NEW 1" PVC
SERVICE LINE
CONNECTION WITH
VALVE AND VALVE
BOX TO GRADE
ON EACH SIDE OF
THE STREAM
INSTALL A 6" VALVE
AND VALVE BOX TO
2' ABOVE GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE FIRE HYDRANT
ASSEMBLY, 6" x 6"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
STREAM CROSS(2)
REFER TO GENERAL
PERMIT PLANS FOR
DETAILS
REFER TO HOP
PERMIT DRAWINGS
FOR ROAD CROSSING
DETAILS
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\E&S PLANS - 4-16-24.DWG
C-306.1
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0 50' 100'
SCALE:1"=50'
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING WATERLINE PIPES TO NEAREST JOINT,
INSTALL NEW DICL PIPE AND GATE VALVE WITH VALVE BOX TO GRADE
2. CONTRACTOR SHALL NOT REMOVE ANY EXISITNG FIRE HYDRANTS PRIOR TOLACING
NEW HYDRANTS IN SERVICE TO THE SATISFACTORY AND ACKNOWLEDGEMENT OF
OWNER/FIRE DEPARTMENT. WHEN PLACING NEW HYDRANTS IN SERVICE, EXISTING
HYDRANTS SHALL BE BAGGED "OUT OF SERVICE" UNTIL SUCH TIME THEY CAN BE
PHYSICALLY REMOVED.
3. ALL FIRE HYDRANTS SHALL BE MULLER CENTURION TYPE.
4. ALL GATE VALVES SHALL BE AMERICAN FLOW CONTROL (OPEN RIGHT) TYPE.
5. ALL ACCUMULATED SEDIMENT FROM EROSION CONTROLS MEASURES SHALL BE
LEGALLY DISPOSED AT A PERMITTED SITE. IF THE CONTRACTOR DOES NOT HAVE A
PERMITTED SITE, FORT INDIANTOWN GAP HAS TWO PERMITTED SITES THAT CAN
EXCEPT THE SEDIMENT.
M
AT
C H
LI
N
E:
S
EE
D
W G
A
-A F
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SOILS DESCRIPTIONS
SYMBOL DESCRIPTION
ANDOVER GRAVELLY LOAM,
3-8% SLOPES
BASHER SILT LOAM
SOIL TYPE
BOUNDARY
E&S LEGEND
- L.O.D. - LIMIT OF
DISTURBANCE
NPDES PERMIT
BOUNDARY
18" COMPOST
FILTER SOCK
NPDES
TOTAL DISTURBANCE AREA = 159,865 sf, 3.67 ac.
TOTAL PROJECT SITE = 159,865 sf, 3.67 ac.
All work to be removed from current planned project.
File details come from the government source that posted it. Updated .