Solicitation_No._140R6019R0002_-_FINAL.pdf

U.S. Department of the Interior Bureau of Reclamation July 2019

Request for Proposals (RFP) Solicitation No. 140R6019R0002

NORTH SIDE / SOUTH SIDE

COLLECTION SYSTEM

ACTUATOR REPLACEMENT

FRYINGPAN – ARKANSAS

PROJECT

COLORADO

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NORTH SIDE / SOUTH SIDE

COLLECTION SYSTEM ACTUATOR REPLACEMENT

Fryingpan – Arkansas Project

Colorado

FOREWORD

Work is located in close proximity to Thomasville, Colorado, and approximately 6-10 miles east of Norrie, Colorado 81642, in and around Pitkin County.

The scope of work is to replace collection system actuators, stems, stem covers, radial gate seals and miscellaneous electrical equipment at multiple locations with varying levels of access at the following sites:

1. Mormon Creek.

2. Ivanhoe.

3. North Fork.

4. Chapman.

5. Hunter.

6. South Fork.

7. Midway.

8. Carter Creek.

9. No Name.

10. North Cunningham.

11. Granite Creek (No Contractor Access, furnish equipment and components only).

12. Granite Adit.

13. Fryingpan.

14. Middle Cunningham.

15. Sawyer.

16. South Cunningham

Contractual Matters: Contracts Specialist Attention: Stormy Gallagher Billings, Montana Email: sgallagher@usbr.gov

Solicitation# 140R6019R0002

OFFEROR’S NOTES

A PREBID SITE VISIT WILL BE HELD ON JULY 31 & AUGUST 01, 2019,

BEGINNING AT 1000 MST. ATTENDEES ARE TO PROVIDE AND WEAR SAFETY

BOOTS, HARD HATS, AND SAFETY VESTS.

PARTICIPANTS WILL MEET AT: 22596 FRYINGPAN ROAD, BASALT CO 81621

PLEASE CONTACT STORMY GALLAGHER BY JULY 26, 2019 AT SGALLAGHER@USBR.GOV IF YOU

ARE PLANNING ON ATTENDING THE SITE VISIT.

SAM: EFFECTIVE JULY 29, 2012, ANY CONTRACTOR INTERESTED IN DOING BUSINESS WITH THE

GOVERNMENT MUST REGISTER IN THE SYSTEM FOR AWARD MANAGEMENT (SAM) DATABASE PRIOR

TO AWARD OF A CONTRACT OR AGREEMENT. SAM IS A FEDERAL GOVERNMENT OWNED AND

OPERATED WEBSITE THAT IS CONSOLIDATES THE CENTRAL CONTRACTOR REGISTRATION (CCR),

THE ONLINE REPRESENTATIONS AND CERTIFICATIONS (ORCA) AND THE EXCLUDED PARTIES LIST

SYSTEM (EPLS).

THE VENDOR’S DUNS AND BRADSTREET NUMBER AND BANKING INFORMATION ARE REQUIRED FOR

REGISTRATION. CONTRACTORS MAY OBTAIN INFORMATION ON REGISTRATION AND ANNUAL

CERTIFICATION REQUIREMENT’S VIA THE SAM WEBSITE HTTPS://WWW.SAM.GOV/PORTAL/PUBLIC/

SAM/ OR THE FEDERAL SERVICE HELP DESK AT 866-606-8220.

PAYMENT REQUESTS FOR THE ANTICIPATED CONTRACT MUST BE SUBMITTED ELECTRONICALLY

THROUGH THE U.S. DEPARTMENT OF THE TREASURY’S INTERNET PAYMENT PLATFORM (IPP)

SYSTEM. THE IPP WEBSITE IS HTTPS://WWW.IPP.GOV. THE CONTRACTOR MUST USE THE IPP

WEBSITE TO REGISTER ACCESS AND USE IPP FOR SUBMITTING REQUESTS FOR PAYMENT.

CONTRACTOR ASSISTANCE WITH ENROLLMENT CAN BE OBTAINED BY CONTACTING THE IPP

PRODUCTION HELPDESK VIA E-MAIL IPPGROUP@BOS.FRB.ORG OR PHONE (866) 973-3131. IF THE

CONTRACTOR IS UNABLE TO COMPLY WITH THE REQUIREMENT TO USE IPP FOR SUBMITTING

INVOICES FOR PAYMENT, THE CONTRACTOR MUST SUBMIT A WAIVER REQUEST IN WRITING TO

THE CONTRACTING OFFICER WITH ITS PROPOSAL OR BID.

FRYINGPAN – ARKANSAS, COLORADO Solicitation# 140R6019R0002

TABLE OF CONTENT

TABLE OF CONTENTS

PART I – THE SCHEDULE

SECTION A – Solicitation, Offer, and Award (SF 1442)

SECTION B – Schedule

SECTION C – Specifications

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 14 10 Use of Site

01 14 12 Work Restrictions

01 14 13 Site Access

01 14 30 Interruption of Service

01 32 20 Construction Program

01 33 00 Submittals

01 33 26 Electrical Drawings and Data

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 51 00 Temporary Utilities

01 55 00 Vehicular Access and Parking

01 56 10 Protection of Existing Installations

01 57 20 Environmental Controls

01 57 30 Water Pollution Control

01 60 00 Product Requirements

01 74 00 Cleaning and Waste Management

01 78 30 Project Record Documents

DIVISION 02 – EXISTING CONDITIONS

02 41 07 Removal and Disposal of Existing Features

02 80 10 General Requirements for Hazardous Materials

02 83 35 Removal and Disposal of Equipment with Coatings Containing Regulated

Metals

DIVISION 03 – CONCRETE

03 62 20 Nonshrink Grout for Equipment and Metalwork

DIVISION 26 – ELECTRICAL

FRYINGPAN – ARKANSAS, COLORADO Solicitation# 140R6019R0002

TABLE OF CONTENT

26 05 10 Conductors and Cables

26 05 20 Grounding and Bonding

26 05 33 Raceways and Boxes for Electrical System

26 21 13 Single Throw Disconnect Switch

26 70 10 Miscellaneous Electrical Equipment

DIVISION 35 – WATERWAY and MARINE CONSTRUCTION and EQUIPMENT

35 22 10 Slide Gate Actuators and Stems

35 23 50 Radial Gate Seals

DIVISION 41 – PIECE MATERIAL HANDLING EQUIPMENT HOISTS

41 22 32 Radial Gate Hoists

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors

51 02 85 Laboratory Analytical Data and Report

51 02 90 Photographs

DIVISION 52 - DRAWINGS

52 00 00 Drawings

END OF

SECTION D – Reserved

SECTION E – Inspection and Acceptance

E.1 Material and Workmanship

E.2 Inspection of Construction

E.3 Warranty of Construction

SECTION F – Deliveries or Performance

F.1 Commencement, Prosecution, and Completion of Work

F.2 Suspension of Work

SECTION G – Contract Administration Data

G.1 Contracting Officer’s Representatives Authorities and Delegations

G.2 Electronic Invoicing and Payment Requirements Invoice Processing Platform

(IPP)

G.3 Contractor Performance Assessment Reporting System

FRYINGPAN – ARKANSAS, COLORADO Solicitation# 140R6019R0002

TABLE OF CONTENT

SECTION H – Special Contract Requirements

H.1 Site Security

H.2 Payment for Technical Data

PART II – CONTRACT CLAUSES

SECTION I – Contract Clauses

I.1 Clauses by Reference

I.2 Prohibition on Requiring Certain Internal Confidentiality Agreements

I.3 Commercial and Government Entity Code Maintenance

I.4 Order of Precedence – Uniform Contract Format

I.5 Minimum Wages Under Executive Order 13658

I.6 Paid Sick Leave Under Executive Order 13706

I.7 Buy American–Construction Materials

I.8 BID GUARANTEE

I.9 ADDITIONAL BOND SECURITY

I.10 PERFORMANCE AND PAYMENT BONDS – CONSTRUCTION

I.11 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS

I.12 PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS

I.13 DIFFERING SITE CONDITIONS

I.14 ACCIDENT PREVENTION

I.15 SCHEDULES FOR CONSTRUCTION CONTRACTS

I.16 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION – ALTERNATE II

I.17 CHANGES

I.18 AUTHORIZED DEVIATIONS IN CLAUSES

I.19 RESTRICTION ON ENDORSEMENTS--DEPARTMENT OF THE INTERIOR

I.20 RELEASE OF CLAIMS--DEPARTMENT OF THE INTERIOR

I.21 LIABILITY INSURANCE -- DEPARTMENT OF THE INTERIOR

I.22 ASBESTOS-FREE WARRANTY

I.23 SAFETY AND HEALTH--BUREAU OF RECLAMATION

I.24 EXPOSURE TO TOBACCO SMOKE IN THE FEDERAL WORKPLACE

I.25 CERTIFICATION OF REPRESENTATIVES FOR CORPORATE SURETIES

I.26 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE

I.27 PAYMENT FOR MOBILIZATION AND PREPARATORY WORK

I.28 OTHER INVOICE REQUIREMENTS

I.29 CLAIMS ACCOUNTING

I.30 OTHER CONTRACTS

I.31 PRESERVATION OF CULTURAL RESOURCES

I.32 SECURITY REQUIREMENTS

I.33 MODIFICATION PROPOSALS

FRYINGPAN – ARKANSAS, COLORADO Solicitation# 140R6019R0002

TABLE OF CONTENT

PART III – DOCUMENTS, EXHIBITS, AND OTHER

SECTION J – List of Documents, Exhibits, and Other Attachments

ATTACHMENT NUMBER 0001 ......................................................... General Decision Number

ATTACHMENT NUMBER 0002 ....................................................Standard Form 24 - Bid Bond

ATTACHMENT NUMBER 0003 ......................... .............. Company Experience Reference List

ATTACHMENT NUMBER 0004 ..............Department of Interior Limitations on Subcontracting

ATTACHMENT NUMBER 004…………...……………………….……………………. OF-306

ATTACHMENT NUMBER 0005 …………….….……………...…. Contractor PIV Application

PART IV – REPRESENTATIONS AND INSTRUCTIONS

SECTION K – Representations, Certifications and Other Statements of Offerors

K.1 CERTIFICATE OF INDEPENDENT PRICE DETERMINATION

K.2 Annual Representations and Certifications

K.3 INFORMATION REGARDING RESPONSIBILITY MATTERS

SECTION L – Instructions, Conditions and Notices to Bidders

L.1 System for Award Management

L.2 Commercial and Government Entity Code Reporting

L.3 Availability of Specifications Listed in The GSA Index Of Federal Specifications, Standards and Commercial Item Descriptions, FPMR Part 101-29

L.4 Availability of Specifications, Standards, and Data Item Descriptions Listed in the

Acquisition Streamlining and Standardization Information System (ASSIST)

L.5 Submission of Offers in The English Language

L.6 Submission of Offers in U.S. Currency

L.7 INSTRUCTIONS TO OFFERORS -- COMPETITIVE ACQUISITION

L.8 Type of Contract

L.9 Construction wage Rate Requirements

L.10 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE

EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION

L.11 NOTICE OF BUY AMERICAN REQUIREMENT--CONSTRUCTION

MATERIALS

L.12 SERVICE OF PROTEST

L.13 SITE VISIT (CONSTRUCTION)

L.14 PREPARATION OF PROPOSALS – CONSTRUCTION

L.15 AUTHORIZED DEVIATIONS IN PROVISIONS

L.16 USE AND DISCLOSURE OF PROPOSAL INFORMATION

L.17 SOURCE EVALUATION AND SELECTION PROCEDURES

L.18 GENERAL PROPOSAL INSTRUCTIONS

L.19 TECHNICAL PROPOSAL INSTRUCTIONS

L.20 PRICING PROPOSAL INSTRUCTIONS

L.21 NOTICE OF PROPOSED PARTNERING

L.22 INSTRUCTION FOR MOBILIZATION AND PREPARATORY WORK

SCHEDULE LINE ITEM

FRYINGPAN – ARKANSAS, COLORADO Solicitation# 140R6019R0002

TABLE OF CONTENT

L.23 AUTHORIZED WORKERS NOTICE TO POTENTIAL BUREAU OF

RECLAMATION CONTRACTORS

SECTION M – Evaluation Factors for Award

M.1 Evaluation Factors for Award

M.2 Notice of World Trade Organization Government Procurement Agreement

Evaluations

PART I – THE SCHEDULE

SECTION A

SOLICITATION, OFFER, AND AWARD

(STANDARD FORM 1442)

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

0040413875

Bureau of Reclamation

Great Plains Region

Regional Office PO Box 36900

R60

Billings MT 59107

Stormy Gallagher 406-247-7820

1x

140R6019R0002

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is negotiable. (See ____Paragraph F.1____________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

10 calendar days and complete it within 579________________calendar days after receiving

________________________ 08/20/2019

NSN 7540-01-155-3212

x mandatory copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time

120 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected .

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

7. ISSUED BY

Bureau of Reclamation

Great Plains Region

Stormy Gallagher 2021 4th Avenue North Billings MT 59101

NORTH SIDE / SOUTH SIDE COLLECTION SYSTEM ACTUATOR REPLACEMENT Fryingpan – Arkansas Project - Colorado small business set-aside

X

07/19/19

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

Bureau of Reclamation Great Plains Region

Regional Office PO Box 36900

R60

Billings MT 59107

Gerri Voto-Braun

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

Invoice Processing Platform www.IPP.gov

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

140R6019R0002

00010

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Northside/Southside Actuator Replacement 1 AU $_______________ See Continuation of Section B - Supplies or Services and Prices (SCHEDULE A CLINS 1-15 and

SCHEDULE B CLINS 1-37)

SECTION B

THE SCHEDULE

North Side / South Side Collection System Actuator Replacement Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Price Schedule B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES

NORTH SIDE / SOUTH SIDE

COLLECTION SYSTEM ACTUATOR REPLACEMENT

FRYINGPAN – ARKANSAS, COLORADO

B.1 PRICE SCHEDULE

(a) Offers will be considered for award on the following Price Schedules, but no offer will be considered for award on only a part of the Price Schedules.

(b) Offers are subject to the terms and conditions of this solicitation.

(c) Quantities in Price Schedules, are estimated quantities for comparison of offers 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) Price Schedule A, see WBR 1452.232-81, Payment for mobilization and preparatory Work, and include those costs for each site inspection in CLIN's 1 through 15.

(e) Price Schedule B, see the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 1.

(f) Definitions:

(1) CLIN – Contract Line Item Number.

PRICE SCHEDULE A

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

1 35 22 10 Carter Creek Site Inspection For the lump sum of $

2 35 22 10 North Fork Site Inspection For the lump sum of $

3 35 22 10 Mormon Creek Site Inspection

For the lump sum of $

4 35 22 10 North Cunningham Site Inspection

For the lump sum of $

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Price Schedule B - 2

PRICE SCHEDULE A

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

5 35 22 10 Middle Cunningham Site Inspection

For the lump sum of $

6 35 22 10 South Cunningham Site Inspection

For the lump sum of $

7 35 22 10 Ivanhoe Site Inspection For the lump sum of $

8 35 22 10 Granite Adit Site Inspection For the lump sum of $

9 35 22 10 Fryingpan Site Inspection For the lump sum of $

10 35 22 10 No Name Site Inspection For the lump sum of $

11 35 22 10 Midway Site Inspection For the lump sum of $

12 35 22 10 Hunter Site Inspection For the lump sum of $

13 35 22 10 Sawyer Site Inspection For the lump sum of $

14 35 22 10 Chapman Site Inspection For the lump sum of $

15 35 22 10 South Fork Site Inspection For the lump sum of $

TOTAL FOR PRICE SCHEDULE A $_________________

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Price Schedule B - 3

PRICE SCHEDULE B

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1 WBR

1452.232-

Mobilization and Preparatory Work

For the lump sum of $

2 02 41 07 Removal and Disposal of Existing Site Features

15 ea $

3 26 05 10 Ivanhoe Electrical Equipment

For the lump sum of $

4 26 05 10 Granite Adit Electrical Equipment

For the lump sum of $

5 26 05 10 Granite Creek Electrical Equipment

For the lump sum of $

6 26 05 10 Fryingpan Electrical Equipment

For the lump sum of $

7 26 05 10 Sawyer Electrical Equipment For the lump sum of $ 8 26 05 10 Chapman Electrical

Equipment For the lump sum of $

9 26 05 10 South Fork Electrical Equipment

For the lump sum of $

10 35 22 10 Carter Creek Slide Gate Actuators

For the lump sum of $

11 35 22 10 North Fork Slide Gate Actuators

For the lump sum of $

12 35 22 10 Mormon Creek Slide Gate Actuators

For the lump sum of $

13 35 22 10 North Cunningham Slide Gate Actuators

For the lump sum of $

14 35 22 10 Middle Cunningham Slide Gate Actuators

For the lump sum of $

15 35 22 10 South Cunningham Slide Gate Actuators

For the lump sum of $

16 35 22 10 Ivanhoe Slide Gate Actuators For the lump sum of $ 17 35 22 10 Granite Adit Sleeve Valve

Actuators For the lump sum of $

18 35 22 10 Granite Creek Slide Gate Actuators

For the lump sum of $

19 35 22 10 Fryingpan Slide Gate Actuators

For the lump sum of $

20 35 22 10 No Name Slide Gate Actuators

For the lump sum of $

21 35 22 10 Midway Slide Gate Actuators

For the lump sum of $

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Price Schedule B - 4

PRICE SCHEDULE B

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

22 35 22 10 Hunter Slide Gate Actuators For the lump sum of $ 23 35 22 10 Sawyer Slide Gate Actuators For the lump sum of $ 24 35 22 10 Chapman Slide Gate

Actuators For the lump sum of $

25 35 22 10 South Fork Slide Gate Actuators

For the lump sum of $

26 35 23 50 Mormon Creek Radial Gate Seal Replacement

For the lump sum of $

27 35 23 50 Hunter Radial Gate Seal Replacement

For the lump sum of $

28 35 23 50 Midway Radial Gate Seal Replacement

For the lump sum of $

29 35 23 50 Carter Creek Radial Gate Seal Replacement

For the lump sum of $

30 35 23 50 No Name Radial Gate Seal Replacement

For the lump sum of $

31 35 23 50 Middle Cunningham Radial Gate Seal Replacement

For the lump sum of $

32 41 22 32 Carter Creek Radial Gate Hoist

For the lump sum of $

33 41 22 32 Mormon Creek Radial Gate Hoist

For the lump sum of $

34 41 22 32 Middle Cunningham Radial Gate Hoist

For the lump sum of $

35 41 22 32 No Name Radial Gate Hoist For the lump sum of $ 36 41 22 32 Midway Radial Gate Hoist For the lump sum of $ 37 41 22 32 Hunter Radial Gate Hoist For the lump sum of $

TOTAL FOR PRICE SCHEDULE B $_________________

TOTAL FOR PRICE SCHEDULES A and B $_________________

END OF SUPPLIES OR SERVICES AND PRICES

SECTION C

SPECIFICATIONS

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Summary of Work 01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located in close proximity to Thomasville, Colorado, and approximately 6-10 miles east of Norrie, Colorado 81642, in and around Pitkin County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Replacing Collection System Actuators, Stems, Stem Covers, Radial Gate Seals and Miscellaneous Electrical Equipment at multilple locations with varying levels of access, reference drawing 382-D-1057 and For Information Only drawings for Hunter, Carter and Morman Tunnels:

1. Morman Creek.

2. Ivanhoe.

3. North Fork.

4. Chapman.

5. Hunter.

6. South Fork.

7. Midway.

8. Carter Creek.

9. No Name.

10. North Cunningham.

11. Granite Creek (No Contractor Access, furnish equipment and components only).

12. Granite Adit.

13. Fryingpan.

14. Middle Cunningham.

15. Sawyer.

16. South Cunningham.

1.03 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 52.

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

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.

1.04 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.

1.05 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 52:

1. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in Price Schedules for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. Cleaning Manual-2012 Inspection and Cleaning Manual for Equipment and Vehicles to Prevent the Spread of Invasive Species (Technical memorandum No. 86-68220-07-05) 2012 Edition Available online at:

http://www.usbr.gov/mussels/prevention

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 14 10-1, Land Use and Landscape Rehabilitation Plan:

1. For each Contractor use site on Government land.

a. Show use location, staging areas, and extent of impact for each work location on a Master Site Plan. Uses include but are not limited to the following:

1) Buildings and service areas including offices, shops, warehouses, storage areas, fuel and oil storage areas, and fabrication yards.

2) Parking areas, temporary roads, and haul routes.

3) Utilities including air, power, and water lines; fire hydrants; and compressor station.

4) First-aid.

5) Areas for processing, storing, and disposing of waste materials from construction operations.

6) Temporary fences.

b. Describe methods to preserve, protect, and repair vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to jobsite, which are not to be removed and which do not interfere with work

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Use of Site 01 14 10 - 2 required under this contract. Include methods to mark work area limits, protect disturbed areas, and prevent erosion.

c. Describe methods to protect, and repair if damaged, existing improvements and utilities at or near jobsite.

d. Describe methods for removing temporary structures and facilities, cleanup, and rehabilitating site after completion of construction activities.

2. Submit revised drawings of changes in use of Government land made during design and erection stages or after use of Government land is in operation.

1.04 PROJECT CONDITIONS

A. Coordinate with COR for use of available Contractor use area sites.

B. When private land is used for construction facilities, or other construction purposes, make necessary arrangements associated with use of private land.

C. Location, construction, operation, maintenance, and removal of construction facilities on Government land will be subject to approval of COR.

D. Do not interfere with work of other contractors or the Government in vicinity, or with reservations made by the Government for use of such land.

E. Housing or camping by construction personnel will not be permitted on Reclamation land.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 CLEANING

A. Construction Equipment:

1. Before bringing on site, clean construction equipment to remove dirt, vegetation, and other organic material to prevent introduction of noxious weeds, and invasive plant and animal species.

2. Contractor cleaning procedures shall result in equipment being cleaned as well or better than the procedures described in Cleaning Manual.

3. COR will inspect construction equipment following procedures described in Cleaning Manual before allowing equipment onsite.

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Use of Site 01 14 10 - 3

3.02 RESTORATION

A. Restore Contractor use areas to pre-construction condition.

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Use of Site 01 14 10 - 4

This page intentionally left blank.

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Work Restrictions 01 14 12 - 1

SECTION 01 14 12

WORK RESTRICTIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in Price Schedules for other items of work.

1.02 WORK RESTRICTIONS

A. Allowable work hours are from 7:00 am to 7:00 pm daily or as approved by the COR.

B. Staging of equipment within close proximity at each diversion site will be allowed.

Contractors shall only use existing roads to access work sites or tunnels. All equipment shall be staged within 25 feet of the work site and no vegetation should be disturbed. No equipment shall be staged in recreation parking or trailhead areas without prior written USFS and Reclamation approval.

C. Fencing of staged equipment is not allowed.

D. Do not interfere with public access to the diversion sites.

E. Available window for the start of installation work begins approximately in the second week of July and extends to October 31, and shall be approved by the COR. The Contractor shall be aware that these work locations are subject to extremely variable weather conditions throughout the year. Typically, construction is not feasible after November 1 due to adverse weather conditions that typically exist at many of the sites after that time of year.

F. Contractor shall stage equipment and personnel so that each site can be completed within the construction season it was started.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Work Restrictions 01 14 12 - 2

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Site Access 01 14 13 - 1

SECTION 01 14 13

SITE ACCESS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in Price Schedules for other items of work.

1.02 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 14 13-1, Site Access Plan

1. Describe plans, methods, equipment, and frequency used to access work site locations from approved Contractor use and staging areas.

1.03 PROJECT CONDITIONS

A. Access to work site locations varies from location to location. The following are work locations and the site accessibility as last known to the Government:

1. Carter Creek Diversion Site

a. Approximate coordinates: 39.3664°N, -106.5442°W

b. Approximate elevation: 10,121 feet

c. Located along Carter Creek in White River National Forest, approximately 1,500 feet north of Forest Service Road 501.

d. Site can be accessed either through Carter Tunnel or by foot. If the tunnel is not used, the hike into the site is approximately 0.65 miles and 900 vertical feet.

2. North Fork Diversion Site

a. Approximate coordinates: 39.3616°N, -106.5378°W

b. Approximate elevation: 10,217 feet

c. Located along North Fork Fryingpan River in White River National Forest, approximately 800 feet north of Forest Service Road 501.

d. Site can be accessed either through Carter Tunnel or by foot. If the tunnel is not used, the hike into the site is approximately 0.2 miles and 325 vertical feet (via the same route used to get to Carter Creek Diversion Site).

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Site Access 01 14 13 - 2

3. Mormon Creek Diversion Site

a. Approximate coordinates: 39.3556°N, -106.5343°W

b. Approximate elevation: 10,085 feet

c. Located along Mormon Creek in White River National Forest.

d. Site is directly accessible from Forest Service Road 501.

4. North Cunningham Diversion Site

a. Approximate coordinates: 39.3367°N, -106.5431°W

b. Approximate elevation: 10,089 feet

c. Located along Cunningham Creek in White River National Forest.

d. Site is directly accessible from Forest Service Road 501.1B (County Road 4C).

5. Middle Cunningham Diversion Site

a. Approximate coordinates: 39.3287°N, -106.5516°W

b. Approximate elevation: 10,069 feet

c. Located along Middle Cunningham Creek in White River National Forest.

d. Site is directly accessible from Forest Service Road 538 (Cunningham Road).

6. South Cunningham Diversion Site

a. Approximate coordinates: 39.3260°N, -106.5588°W

b. Approximate elevation: 10,443 feet

c. Located along South Cunningham Creek in White River National Forest.

d. Site is directly accessible from Forest Service Road 532.

7. Ivanhoe Diversion Site

a. Approximate coordinates: 39.2877°N, -106.5590°W

b. Approximate elevation: 10,020 feet

c. Located along Ivanhoe Creek in White River National Forest.

d. Site is directly accessible from Forest Service Road 105.3.

8. Granite Adit Site

a. Approximate coordinates: 39.2680°N, -106.5546°W

b. Approximate elevation: 10,010 feet

c. Located along Forest Service Road 505 in White River National Forest.

d. Site is directly accessible from Forest Service Road 505.

9. Fryingpan Diversion Site

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Site Access 01 14 13 - 3

a. Approximate coordinates: 39.2445°N, -106.5305°W

b. Approximate elevation: 9,970 feet

c. Located along Fryingpan River in White River National Forest.

d. Site is directly accessible from Forest Service Road 505 (Nast Tunnel Diversion Road).

10. No Name Diversion Site

a. Approximate coordinates: 39.1837°N, -106.7195°W

b. Approximate elevation: 10,154 feet

c. Located along No Name Creek in the Hunter-Fryingpan Wilderness area inside White River National Forest, about two miles east of Warren Lakes.

d. Site can be accessed either through Hunter Tunnel or by foot. Access by foot is extremely difficult due to lack of an established trail, rugged terrain, and distance from any roads. The nearest road is Forest Service Road 131 at Warren Lakes. This is an extremely rugged 4 -wheel drive road accessed from Aspen, CO. From Warren Lakes, the hike (one way) would be 2.5 miles and about 1,500 vertical feet.

11. Midway Diversion Site

a. Approximate coordinates: 39.1910°N, -106.6855°W

b. Approximate elevation: 10,194 feet

c. Located along Midway Creek in the Hunter-Fryingpan Wilderness area inside White River National Forest, about 3.4 miles east of Warren Lakes.

d. Site can be accessed either through Hunter Tunnel or by foot. Access by foot is extremely difficult due to lack of an established trail, rugged terrain, and distance from any roads. The nearest road is Forest Service Road 131 at Warren Lakes. This is an extremely rugged four wheel drive road accessed from Aspen, CO. From Warren Lakes, the hike (one way) would be 5.5 miles and about 3,100 vertical feet.

12. Hunter Diversion Site

a. Approximate coordinates: 39.2074°N, -106.6796°W

b. Approximate elevation: 10,190 feet

c. Located along Hunter Creek in the Hunter-Fryingpan Wilderness area inside White River National Forest, about 4.2 miles east of Warren Lakes.

d. Site can be accessed either through Hunter Tunnel or by foot. Access by foot is extremely difficult due to lack of an established trail, rugged terrain, and distance from any roads. The nearest road is Forest Service Road 131 at Warren Lakes. This is an extremely rugged 4 -wheel drive road accessed from Aspen, CO. From Warren Lakes, the hike (one way) would be 6.7 miles and about 3,600 vertical feet.

Site Access 01 14 13 - 4

13. Sawyer Diversion Site

a. Approximate coordinates: 39.2662°N, -106.6388°W

b. Approximate elevation: 10,046 feet

c. Located along Sawyer Creek in White River National Forest.

d. Site is directly accessible from Forest Service Road 504 (South Fork Road).

14. Chapman Diversion Site

a. Approximate coordinates: 39.2629°N, -106.6306°W

b. Approximate elevation: 10,059 feet

c. Located along Chapman Gulch in White River National Forest.

d. Site is directly accessible from Forest Service Road 504 (South Fork Road).

15. South Fork Diversion Site

a. Approximate coordinates: 39.2378°N, -106.5902°W

b. Approximate elevation: 10,010 feet

c. Located along South Fork Fryingpan River in White River National Forest.

d. Site is directly accessible from Forest Service Road 504 (South Fork Road).

B. The Carter and Hunter tunnels may be used to access some of the work sites. The following are details of the tunnels as last known to the Government:

1. Carter Tunnel

a. Carter Tunnel Outlet Portal approximate location information:

1) 39.3601°N, -106.5362°W

2) 10,105 feet elevation

b. Carter Tunnel Inlet Portal approximate location information:

1) 39.3659°N, -106.5431°W

2) 10,113 feet elevation

c. Carter Tunnel can be used to access the Carter Creek and North Fork Diversion Sites. The tunnel is accessed through the Outlet Portal, which is directly accessible from Forest Service Road 501.

d. The North Fork Intake Shaft attaches to Carter Tunnel 678 feet from the Outlet Portal. The shaft is approximately 113 feet tall (from the tunnel floor to the ground elevation above) and 5 feet in diameter.

01 14 13 - 5

e. The tunnel terminates at the Inlet Portal, which is 2,895 feet from the Outlet Portal. The tunnel varies in cross section size, but is nominally about eight feet wide and eight feet tall inside. The Carter Creek Diversion structure is an additional 330 feet from the Inlet Portal.

f. Applicable drawings for Carter Tunnel:

1) 382-D-2267 Tunnel Alinement and Profile

2) 382-D-2268 Carter Tunnel – Typical Tunnel Sections and Lining Transitions

3) 382-D-3594 Carter Tunnel Inlet Portal Area and Feeder Conduit – Plans and Sections

4) 382-D-2274 Carter Tunnel Inlet and Outlet Portal Areas – Plans and Sections

5) 382-D-2275 Carter Tunnel Inlet Structure – Plan and Sections

6) 382-D-2276 Carter Tunnel Outlet Structure – Plans and Sections

2. Hunter Tunnel

a. Hunter Tunnel Outlet Portal approximate location information:

1) 39.2610°N, -106.6305°W

2) 10,100 feet elevation

b. Hunter Tunnel can be used to access the Hunter, Midway, and No Name Diversion Sites. The tunnel is accessed through the Outlet Portal, which is directly accessible from Forest Service Road 504 (South Fork Road). The Outlet Portal is 700 feet south of the Chapman Diversion Site.

c. Hunter Tunnel is approximately 7.6 miles long (39,991 feet) with a gradual elevation change from 10,140.5 feet at the No Name Creek Intake Shaft to 10,070.69 feet at the Outlet Portal. The tunnel is large enough and suitable to drive a small vehicle through (i.e. a John Deere Gator or similarly sized vehicle). At each of the three diversion sites, there is a 10.5-foot diameter vertical shaft with a ladder for personnel access and a hatch for equipment. The access shafts vary in depth for the sites as follows:

1) No Name: 39 feet

2) Midway: 62 feet

3) Hunter: 60 feet

d. Applicable drawings for Hunter Tunnel:

1) 382-D-2009 Completed Outlet Portal Area

01 14 13 - 6

2) 382-D-2010 Sta. 0+00 to Sta. 160+74.10BK. – Alinement and Profile

3) 382-D-2012 Sta. 0+00 to Sta. 399+59 – Typical Tunnel Sections and Lining Transitions

4) 382-D-2014 Hunter Creek Intake Shaft – Completion Work for Existing Intake Shaft

5) 382-D-2015 Midway Creek Intake Shaft – Plan and Sections

6) 382-D-2016 No Name Creek Intake Shaft – Plan, Sections, and Details

7) 382-D-2019 Outlet Channel – Plan, Sections, and Details

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 SITE ACCESS

A. Access work site locations in accordance with approved plan.

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Interruption of Service 01 14 30 - 1

SECTION 01 14 30

INTERRUPTION OF SERVICE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include cost in prices offered in Price Schedules for items of work for which outages are required.

1.02 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 14 30-1, Interruption of Service Requests:

1. Written request for each proposed outage. Include following in each request:

a. In area where equipment installation or site investigation is to be performed, (by number or other description).

b. Outline procedures for accomplishing tests including:

1) Specific safety precautions to be taken.

2) Type and location of barricades.

3) Warning signs.

4) Protective grounds and devices to be used.

c. Commencement time of installation.

d. Duration of installation.

e. Number of personnel and their classification.

f. Description of equipment to be used.

g. Information indicating that required equipment and materials are on site or data indicating shipping dates of equipment and materials not on site.

1.03 PROJECT CONDITIONS

A. Coordinate and Schedule Outages needed with COR:

1. Coordinate work with Government operations and other contractors.

2. No specific outage request will be considered unless:

a. COR has reasonable assurances that materials and equipment required for the installation will be onsite.

Interruption of Service

01 14 30 - 2

b. Contractor will be prepared to perform the installation on date and during period of time requested for specific outage.

3. Allowable time and available outage periods will govern outage requests, test scheduling, onsite delivery of materials, and prior approval of required drawings and data submittals.

4. Outage scheduling will depend upon system demand requirements and related operating conditions.

a. Government reserves right to schedule outages for any period during the allowable work days and hours. Refer to Section 01 14 12 – Work Restrictions.

b. Contractor will be informed of type of outages available and restrictions prior to start of testing.

B. When installation cannot be performed during an approved outage period, notify COR that the outage is not required.

PART 2 PRODUCTS

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PART 3 EXECUTION

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Construction Program 01 32 20 - 1

SECTION 01 32 20

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in Price Schedules for other items of work.

1.02 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling Manual, 2004

1.03 DEFINITIONS

A. Schedule: The Critical Path Method (CPM) of planning and scheduling a construction project where activities are arranged based on activity relationships and network calculations determine when activities can be performed and the critical path of the project.

B. Project Calendar(s): Cross reference of numerical work days with calendar days. The project calendar serves as the basis for the day/date conversion and assigns work days and non-workdays.

1.04 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

1. Furnish schedule and analysis data on DVD disc.

2. Upon request, provide information and data used to develop and maintain the Construction Program to the COR.

B. RSN 01 32 20-1, Baseline Schedule:

1. Bar chart for project.

2. Budgeted cost of work scheduled or the planned value (PV) of work.

3. Budget at Completion (BAC) – contract costs.

4. Estimated monthly placement (i.e., S-curve with estimated costs).

C. RSN 01 32 20-2, Updated Schedule:

1. Bar chart for project.

Construction Program

01 32 20 - 2

2. Actual cost (AC) of work performed.

3. Budgeted cost of work actually performed of the earned value (EV) of work.

4. Cost variance (CV).

5. Schedule variance (SV).

6. Cost performance index (CPI).

7. Schedule performance index (SPI).

8. Estimate to complete (ETC).

9. Estimate at completion (EAC).

1.05 SCHEDULE

A. Develop, maintain, and use approved Construction Program to plan, monitor, report, and evaluate accomplishment of work.

B. Failure to include any element of the work will not release Contractor from completing all required work under the contract.

C. Construction Program:

1. Prepare detailed activity network for accomplishing required work organized by work breakdown structure.

2. Prepare schedule based on required sequence and interdependence of activities.

3. Include work of subcontractors, Government interfaces, and contract milestones.

4. Prepare budgeted cost of work scheduled or the planned value (PV) of work.

5. Prepare estimated monthly placement (i.e., S-curve with estimated costs).

6. Include contract title, contract number, and Contractor's name on each sheet.

7. Adjust Construction Program/schedule for seasonal weather conditions.

8. Define activities to a level of detail resulting in their durations being no greater than 20 workdays unless otherwise accepted by COR.

a. Durations for administrative activities (e.g., submittals and reviews, fabrication, manufacturing), or other specific activities identified in the contract will not be subject to the workday limitation.

9. Use durations in units of whole workdays.

10. Include activities for Government reviews and approvals of submittals that are critical to the project completion data.

D. Baseline Schedule:

1. Represents Contractor’s as-planned approach to accomplishing the work.

2. Include planned start and completion dates for features of work.

01 32 20 - 3

E. Updated Schedule:

1. Enter actual progress.

2. Enter actual cost (AC) of work performed.

3. Enter budgeted cost of work actually performed of the earned value (EV) of work.

4. Calculate cost variance (CV).

5. Calculate schedule variance (SV).

6. Calculate cost performance index (CPI).

7. Calculate schedule performance index (SPI).

8. Calculate estimate to complete (ETC).

9. Calculate estimate at completion (EAC).

10. Assign a unique project file name for each schedule update.

F. If in the opinion of the CO, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress, including those that may be required by the CO.

1. The CO may require the Contractor to increase the number of shifts, overtime operations, days of work, and to submit for approval any supplementary schedule or schedules in chart form as the CO deems necessary to demonstrate how the approved rate of progress will be regained.

2. Costs for actions required to improve progress will be the responsibility of the Contractor.

G. Contract Change or Delay:

1. Submit a time impact evaluation within 14 days of contract change or delay, showing affects of change order or delay on the progress schedule.

2. Time extensions for performance will be considered only to the extent that the Contractor’s current scheduled milestone dates exceed the contract milestone dates.

H. Float is not for the exclusive use by or benefit of either the Government or the Contractor.

1.06 FAILURE TO COMPLY

A. Failure to comply with the requirements of this Section shall be grounds for a determination by the CO that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the specified time. The CO may terminate the

01 32 20 - 4

Contractor’s right to proceed with the work, or any separable part of it, in accordance with the default terms of this contract.

PART 2 PRODUCTS

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PART 3 EXECUTION

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Submittals

01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in Price Schedules for other items of work.

1.02 DEFINITIONS

A. Days: Calendar days.

B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.

1.03 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-12 Decimal Inch Drawing Sheet Size and

Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-14 United States National CAD Standards, Version 6

1.04 SUBMITTAL REQUIREMENTS

A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.

B. General:

1. Prepare in English.

2. Label with contract number and title and RSN.

3. Measurement Units: US Customary Units.

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number and title.

b. Contractor’s or supplier’s title and drawing number.

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Submittals

01 33 00 - 2

c. Date.

2. Reserve 3 by 3-inch space next to title block for review stamps.

3. Print Size: D size (22 inches by 34 inches).

4. Draw to scale using computer drafting or drafting equipment, unless otherwise specified.

a. Computer drafted drawings:

1) In accordance with NIBS NCS.

2) Electronic file format: Compatible with AutoCAD, Version 2013 or later.

3) Compile using “eTransmit” utility in AutoCAD.

b. Drawing prepared with drafting equipment, when allowed: Lettering shall be neat.

5. Drawings Designated as “Government Format” in Specifications:

a. Computer drafted.

b. Government will provide electronic AutoCAD format template.

c. Title block and sheet format:

1) As shown on standard drawing 40-D-7102.

2) Government will supply template.

3) Government will supply specific title block information to be used.

6. Final Drawings:

a. Computer drafted.

b. Government will supply electronic AutoCAD format template.

c. Show as-built changes, including revision dates, made during installation.

Indicate changes by clouding.

7. Electronic Files: On CD or DVD discs.

D. Samples Submittals:

1. Label with complete manufacturer's product and color identification.

2. Include type and quantity of materials specified in the referenced section in each

“set” of samples.

3. Samples: Representative of product to be installed.

4. Label each sample, sample kit with contract number and title.

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Submittals

01 33 00 - 3

E. Product Data:

1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets.

a. Identify manufacturer's name, type, model, size, and characteristics.

b. Illustrate that product or equipment meets requirements of specifications.

c. Mark items to be furnished in a manner that will photocopy (no highlighter).

d. Strike through items that do not apply.

F. Certifications:

1. Certifications by a registered professional: Signed and sealed by registered professional.

2. Manufacturer’s certifications: Signed by authorized representative of manufacturer.

1.05 SUBMITTALS PROCEDURES

A. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission.

B. Submit complete sets of required materials for each RSN as specified in “Submittals

Required” column in Table 01 33 00A - List of Submittals. A complete set includes all listed items for RSNs with multiple parts.

C. Submit sets specified in “Sets to be sent:” columns in Table 01 33 00A - List of

Submittals.

1. Electronic submittals:

a. In Portable Document Format (.pdf).

b. Include RSN transmittal letter.

c. Do not include Personally Identifiable Information (PII) in electronic submittals.

d. Submittal method (size based):

1) Government can receive e-mails up to 10 MB. Receipt of e-mails exceeding 10 MB (extra-large) may be possible. E-mailing of extra-large electronic submittals may occur only after size limit for transmittal of extra-large e-mail has been verified.

2) Electronic media for submittals too large to e-mail: CD or DVD.

D. Include the following information in transmittal letters:

1. Contract number and title.

Fryingpan – Arkansas, Colorado Solicitation No. 140R6019R0002

Submittals

01 33 00 - 4

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

E. Resubmittal of submittals not approved:

1. Mark changes such that they are readily identifiable and show revision date.

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 7 days after receiving comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

F. Submit each RSN under a separate transmittal letter. Multiple RSNs submitted under a single letter will be returned for resubmittal.

1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 28 days for review of each submittal or resubmittal, unless otherwise specified.

2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date.

B. Time in Excess of Specified:

1. CO may extend contract completion date to allow additional time for completing work affected by excess review time.

a. Time extension will be to extent that excess review time caused delay to contract completion date.

b. Time extension will not exceed time used in excess of specified number of days for review of submittals or resubmittals.

c. Concurrent days of excess review time resulting from review of two or more separate submittals or resubmittals will be counted only once in extending contract completion date.

2. No time extension will be allowed if Contractor fails to make complete action submittals in sequence and within time periods specified.

3. Adjustment for delay will be made only to extent that:

a. Approval was required…