B01_08_-_SourceSougt_Att_1_(Speelyi_Spec)_1.pdf
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- Attached to
- Speelyi Beach Shoreline Protection, Yakima WA
- Solicitation number
- 140R1025B0006
About this file
This is a 90% complete draft specifications document for a shoreline protection construction project at Speelyi Beach near the Cle Elum Dam and Reservoir in Kittitas County, Washington, issued by the Bureau of Reclamation's Columbia Pacific Northwest Interior Region 9.
The work involves constructing shoreline protection along the Cle Elum Reservoir edge near the Speelyi Beach Day Use Area, approximately 8 miles northwest of Cle Elum. Key components include: earthwork, clearing and grubbing, removal of trees (130 individual trees plus 50 with root wads), construction of temporary access roads, trench excavation, installation of geotextile fabric (11,580 square yards), culvert installation (100 LF), site grading, riprap placement (21,910 tons), selective demolition of structures, fence replacement (60 LF), and removal of temporary access upon completion. Work hours are 7:00 AM to 6:30 PM Monday through Friday, with construction required to take place when the reservoir pool elevation is at or below elevation 2225. The price schedule includes 19 contract line items covering mobilization, site work, materials and installation. While marked as 90% complete specifications, no solicitation number is yet assigned, indicating this is still in draft form.
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U.S. Department of the Interior SPECIFICATIONS Bureau of Reclamation Columbia Pacific Northwest Interior Region 9 Boise, Idaho August 2024
Speelyi Beach Shoreline Protection 90% Specification
Solicitation Number:
Cle Elum Dam and Reservoir, Yakima Project, Washington
DRAFT 11
/5/ a Projecta Projec
This solicitation issued by Contracting Officer
Pacific Northwest Region Bureau of Reclamation
1150 North Curtis Road, Suite 100 Boise ID 83706-1234
Phone inquiries regarding this solicitation should be made to Regional Acquisition Management Officer
Telephone Number: (208) 378-5364 DRAFT oiseois
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RegionRegion T
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Curtis Roaurtis Roa D 837037
SPEELYI BEACH SHORELINE PROTECTION
YAKIMA RIVER BASIN WATER ENHANCEMENT PROJECT - INTEGRATED PLAN
YAKIMA PROJECT - WASHINGTON
FOREWORD
Work is located on Cle Elum Reservoir, approximately 8 miles northwest of Cle Elum, Washington, in Kittitas County. Work is located near the Speelyi Beach Day Use Area. Work is constructing shoreline protection along the edge of the reservoir. Principal components of the work include earthwork, clearing and grubbing, removal and hauling of trees, construction of a temporary access road, trench excavation, installation of geotextile fabric, culvert installation, site grading, riprap placement, selective demolition of structures, in-kind replacement of a fence, and removal of the temporary access road upon completion.
PRE-BID SITE VISIT: SEE SECTION L FOR SITE VISIT INFORMATION.
ATTENDEES ARE TO PROVIDE AND WEAR SAFETY BOOTS, HARD HATS, AND
SAFETY VESTS.
FOR DATE AND PLACE FOR RECIEPT OF BIDS, SEE "SOLICITATION, OFFER,
AND AWARD," STANDARD FORM 1442.
FOR INFORMATION REGARDING BUREAU OF RECLAMATION'S PUBLICATION
"RECLAMATION SAFETY AND HEALTH STANDARDS" (LATEST EDITION)
WHICH IS APPLICABLE TO WORK UNDER THIS CONTRACT, SEE CLAUSE AT
"WBR 1452.223-81 SAFETY AND HEALTH".
END OF SECTION
DRAFT
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RD FORM 14D FORM
ION REGAION RE
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CABLCABL
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D cipal copal co ng of trees, cng of trees, tile fabric, cutile fabric, c ures, inures, i -kind kind
on. n.
R SITE VISR SITE VIS
WEAR SAFEWEAR SAF
This page intentionally left blank.
DRAFT 11
/5/ ntionally lefonally l
Speelyi Beach Shoreline Protection Cle Elum Dam and Reservoir, Yakima Project Solicitation No.
Price Schedule B - 1
SECTION B – SUPPLIES OR SERVICES AND PRICES
B.1 PRICE SCHEDULE
(a) Bids will be considered for award on the following Price Schedule, but no bid will be considered for award on only a part of the Price Schedule.
(b) Bids are subject to the terms and conditions of this solicitation.
(c) Quantities in the Price Schedule are estimated quantities for comparison of bids only.
Except as provided in the contract clause at FAR 52.211-18, Variation in Estimated Quantity, no claim shall be made against the Government for overruns or underruns. The contract clause at FAR 52.211-18, Variation in Estimated Quantity does not apply to lump sum items.
(d) See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 1.
(e) Definitions:
(1) CLIN – Contract Line Item Number
DRAFT Item NuItem 11 /5/
24or comparisoncompariso
1-18, -18, VariatioVariati ment for overment for over timated Quantimated Quan
-81, Payment-81, Payment b
Price Schedule B - 2
PRICE SCHEDULE
CLIN Section Supplies or Services Quantity and Unit
Unit Price
Amount
1 WBR
1452.232 -81
Mobilization and Preparatory Work
For the lump sum of $
2 01 51 00 Water for Dust Control For the lump sum of $
3 01 55 00 Construction Access Road For the lump sum of $
4 01 57 30 Temporary Erosion Control For the lump sum of $
5 02 41 13 Selective Demolition For the lump sum of $
6 04 40 00 Stone Staircases 1 Each $ $
7 31 11 00 Clearing and Grubbing For the lump sum of $
8 31 11 00 Tree Cutting and Removal 130 Each $ $
9 31 11 00 Tree Removal with Root Wad
50 Each $ $
10 31 23 11 Excavation 6,680 CY $ $
11 31 23 11 Common Fill 4,780 CY $ $
12 31 23 11 Beach Fill 300 CY $ $
13 31 23 11 Toe Armor 360 CY $ $
14 31 32 32 Geotextile 11,580 Square Yards
15 31 37 00 Riprap 21,910 tons $ $
16 31 37 00 Bedding Layer 1,970 CY $ $
17 32 31 30 Fence 60 LF $ $
18 32 92 20 Shredded Mulch 140 CY $ $
19 33 42 30 CMP Culvert 100 LF $ $
TOTAL FOR PRICE SCHEDULE $_________________
END OF SUPPLIES OR SERVICES AND PRICES
DRAFT T
Armorrmo FT
GeotextileGeotextileAF DRipRipDDDDD
/5/ m o p sum ofp sum of4$$2222402r the lump sumthe lump s020202 130130 EachEach/20550 Each50 Eac555/21/51/1/1/11
COLUMBIA-CASCADES AREA OFFICE
WRITTEN SPECIFICATIONS SIGNATURE SHEET
Specifications No:
Specifications Title: SPEELYI BEACH SHORELINE PROTECTION
Project Title: CLE ELUM POOL RAISE: SPEELYI BEACH SHORELINE PROTECTION
Region: PACIFIC NORTHWEST
Prepared: P.E.
Technical Approval: P.E.
AMD/MOD
No.
Technical Approval Signature:
Prepared By Signature:
Revised Specifications
DRAFT
AF
provaloval: : R
/5/
URER
PROTECTIOPROTECTIO/2YI BEACH YI BEACH /5/
DIVISION 01 - GENERAL REQUIREMENTS
DRAFT 11
/5/
Table of Contents 00 01 10 - 1
SECTION C - DESCRIPTION / SPECIFICATIONS
TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 Summary of Work 01 14 10 Use of Site 01 31 19 Project Management and Coordination 01 31 30 Contract Document Management System 01 32 10 Construction Program 01 33 00 Submittals 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 46 20 Testing Agency Services 01 51 00 Temporary Utilities 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 56 15 Protection of Existing Utilities 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 90 Preservation of Historical and Archeological Data 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents
DIVISION 02 – EXISTING CONDITIONS
02 41 13 Selective Site Demolition
DIVISION 04 – MASONRY
04 40 00 Stone Staircases
DIVISION 31 - EARTHWORK
31 11 00 Clearing and Grubbing 31 23 02 Compacting Earth Materials 31 23 11 Earthwork 31 23 39 Disposal of Excavated Materials
DRAFTol ol storical and Astorical and
Waste ManaWaste Ma cord Documcord Docum
XISTING CXISTING
tive Stive S
/5/ tionstions ess
Table of Contents 00 01 10 - 2
31 32 32 Geotextile 31 37 00 Riprap
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 92 20 Seeding and Soil Improvements 32 31 30 Fence
DIVISION 33 – UTILITIES
33 42 30 Corrugated Metal Pipe Culverts
DIVISION 51 – INFORMATION AVAILABLE TO BIDDERS
51 00 50 Electronic Media Release
51 10 20 Hydrographs, Exceedance Curves, and Reservoir Time History
DIVISION 52 - DRAWINGS
52 00 00 Drawings
END OF CONTENTS
DRAFTEND OF END O
/5/
24rvoir voir TTime ime HH
Summary of Work 01 11 00 - 1
SECTION 01 11 00
SUMMARY OF WORK
PART 1 GENERAL
1.01 LOCATION
A. Work is located on Cle Elum Reservoir, approximately 8 miles northwest of Cle Elum, Washington, in Kittitas County.
B. Work is located near the Speelyi Beach Day Use Area.
1.02 WORK HOURS
A. Work hours shall be between 7:00 am and 6:30 pm Monday through Friday, unless otherwise approved in advance by the Contracting Officer’s Representative. No work on Federal Holidays shall occur unless approved in advance. Federal Holidays are observed on: New Year’s Day, Birthday of Martin Luther King, Jr., Washington’s Birthday, Memorial Day, Juneteenth, Independence Day, Labor Day, Columbus Day, Thanksgiving Day, Christmas Day.
B. Work hours are subject to Industrial Fire Precaution Levels (IFPL). More information can be found at https://www.dnr.wa.gov/ifpl
1.03 PRINCIPAL COMPONENTS OF WORK
A. The work to be performed consists of the following:
1. Clearing and grubbing for staging areas and slopes to receive riprap.
2. Removal and hauling of trees.
3. Construction of a temporary access road to the work area.
4. Toe trench excavation and reshaping hillside.
5. Installation of geotextile filter fabric and riprap.
6. Construction of a “perched beach” area.
7. Culvert installation and site grading.
8. Selective demolition of structures.
9. In-kind replacement of a fence.
10. Removal of the temporary access road on completion.
1.04 SPECIFICATIONS REQUIREMENTS
A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 53.
DRAFT TS OF WTS O
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OR
Summary of Work 01 11 00 - 2
B. Imperative statements in these specifications are Contractor requirements, unless otherwise stated.
C. Where specifications are written in streamlined form, words “shall be” are included by inference where a colon (:) is used within sentence or phrase.
1.05 DEFINITIONS
A. When specifications use a word or term defined in Federal Acquisition Regulations (FAR), definition of the word or term shall be in accordance with FAR sections in effect at the time solicitation was issued.
1.06 ACRONYMS
A. The following acronyms apply to specifications Divisions 1 through 53:
1. CO: Contracting Officer.
2. COR: Contracting Officer’s Representative.
1.07 SEQUENCE OF THE WORK
A. Portions of the work require construction below the high-water line. Perform all work in the dry. Refer to Section 51 10 20 – Historic Water Elevations for data on the water level fluctuations of Cle Elum Reservoir. All work must take place when the reservoir pool elevation is at or below elevation 2225, which is typically either early spring or late summer to fall, and winter.
1.08 SITE MEASUREMENTS
A. All measurements provided in this Scope of Work are approximate and for reference only. The Contractor shall be responsible for verifying all measurements before starting work, and providing all materials required to meet the shoreline protection extent shown in the Drawings.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
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