PO-15-B94I_Rhoades_OSS_Repair.rtf
RTF text file 190 KB Posted
- Attached to
- Robbin Rhoades On-Site Septic System Replacement Federal contract opportunity
- Solicitation number
- 17-102-SOL-00049
Text of this file
file_0.wmf
B. Supplies or Services/Prices
SCHEDULE OF ITEMS
Request for pricing is to establish unit cost prices; payment will reflect quantities installed.
Bidders are required to submit quotes on all Items.
Item no.
Item Description Quantity Unit of Measure Unit Price Total mob/de-mob
LS
underground cleanout
EA
3a 4” PVC solid sewer pipe
LF
3b 8” PVC solid sewer pipe curtain drain
1200 gal concrete septic tank
1200 gal concrete pump tank
2” PVC sewer transport pipe low-pressure drainfield mound
Tank abandonment
TOTAL QUOTE
EA = Each, LF = Linear Feet; HR = Hour; LS = Lump Sum
________________________________________________________________________Authorized Signature Date
C. Description/Specifications
DESCRIPTION/SPECIFICATIONS/WORK STATEMENT
Overview
Site Location
Site location is 10 Riverview Ct, Amanda Park, WA 98526. Parcel No 231025120070. Please see Attachment A - Location Map.
Problem Statement
Existing on-site septic system provides inadequate treatment for 5-bedroom home.
Objective
Install replacement on-site septic system including all plumbing and electrical connections resulting in an operable system. Site is within Grays Harbor County but under the jurisdiction of the Quinault Indian Nation. Construction permits have been acquired through the Quinault Nation.
Background
The existing drainfield is comprised of 2-ft gravelless chamber installed near grade with 6-inches to 2-ft of sandy soil cover. Existing septic and pump tanks are not water tight and contribute to high level alarms.
Work Summary
The IHS Project Engineer and Contractor will review site conditions during a pre-construction meeting.
The contractor shall:
| Verify location of all existing utilities in the vicinity of work. |
| Remove existing drainfield. |
| Install replacement septic system in accordance with the design and technical provisions. |
| Install curtain drain. |
| Abandon existing septic and pump tank. |
Technical Requirements Codes, References, and Standards Work under this contract shall be performed in compliance with the codes, references, and standards listed below.
National Electric Code
Washington Administrative Code
Submittals
The Contractor shall provide submittals to the Project Engineer on the items listed below. Approval is required before proceeding with the portion of work the submittal applies to.
Pre-Construction
| Submittal approval is required for variations from equipment and materials specified. |
| Sediment control method. |
Post–Construction
Product Warranties
Include the following information on the warranty:
| Name and address of the dealer |
| Model and serial number |
| Date of installation |
| Manufacturer’s product information |
| As-built drawing – including swing-tie measurements for drainfield corners and tank lid locations from house corner. |
Material Specifications
Install materials as specified in the attached septic design (Attachment B), measurement and payment (Attachment C) and technical provisions (Attachment D).
Work Execution Requirements
| A minimum of five (5)-days of continuous dry weather is recommended prior to commencing work to minimize smearing of the newly exposed soil surfaces. |
| A pre-construction meeting with the Project Engineer is required before work commences. |
| Work is to be performed in accordance with the attached design and technical provisions. |
| The Contractor shall contact the Certified Septic Designer as specified on the design. |
| The Contractor is responsible for determining the exact location of all utilities. The Contractor is responsible for protecting utilities from damage during construction. |
The Contractor is responsible for protecting in place existing adjacent mound drainfield.
An electrical inspection by Washington State Department of Labor and Industries is required.
All debris generated during construction shall be removed from site.
| All areas disturbed by construction activities shall be finish-graded. |
| The Contractor shall obtain approval from the Project Engineer prior to installing material quantities in excess of those specified on the bid schedule. |
| Any variation from the design requires prior approval from the Project Engineer and Designer. |
| The Contractor shall keep the Project Engineer notified and advised of all work to be done or work in progress sufficiently in advance so that proper inspection can be performed. |
| The Contractor shall contact the Project Engineer for an inspection 24-hours prior to final backfill. |
H. Special Contract Requirements
H-1 WORK HOURS AND ACTIVE GOVERNMENT OPERATIONS
Normal work days and hours are Monday through Friday, 7:30 am to 5:00 pm, excluding federal holidays. The Contractor shall coordinate its work to minimize disruption, keep work areas clean, maintain access, and minimize inconvenience. A mimimum of 48 hours of advance notice to the Project Engineer is required for special request to work outside of normal work hours.
H-2 SITE OWNERSHIP
Bidders are notified that this project will be performed on private property and the resulting constructed facilites are owned by Indian Health Service which intends to transfer the facilities to the property owner upon conclusion of the project.
H-3 PRE-BID SITE VISIT
Site visits may be arranged with a minimum of 24-hours advance notice by coordinating with the Project Engineer.
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Price_Schedule.pdf | ||
| WD.pdf | ||
| Amendment_0001.pdf | ||
| Attachment_D_-_Technical_Provisions.pdf | ||
| WD.pdf | ||
| Attachment_B_-_Design.pdf | ||
| Attachment_A_-_Location_Map.pdf | ||
| wh347.pdf | ||
| RFQ.pdf | ||
| Attachment_C_-_SPECIFICATIONS.pdf | ||
| Attachment_A_-_Location_Map.pdf | ||
| Attachment_D_-_Technical_Provsions.pdf | ||
| Attachment_B_-_Design.pdf |
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