W9127N-15-R-0026Amend0002.pdf

PDF 7 MB Posted Jul 13, 2015

Attached to: The Dalles East Fish Ladder Auxiliary Water Supply Emergency Backup System
Solicitation number: W9127N-15-R-0026
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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W9127N-15-R-0026 Amendment 0002

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File	Type	Posted
W9127N-15-R-0026_Amd00003_Specs_Drawings.pdf	PDF	Jul 18, 2015
A.07-24_W9127N-15-R-0026_Amend00003.pdf	PDF	Jul 17, 2015
A6_GBR_figures_final.docx	DOCX document	Jul 9, 2015
DDF1.102-STRUCASSY-S-3D-XXXX-3D.pdf	PDF	Jul 1, 2015
W9127N-15-R-0026_Amend0001.pdf	PDF	Jul 1, 2015
A.07.20_TDA_AWS_contractor_site_visit.pptx	PPTX presentation	Jun 26, 2015
A.07.20__Site_Visit_Sign_Up_sheet.pdf	PDF	Jun 26, 2015
Attachment_B_SB_Participation_Plan.pdf	PDF	Jun 15, 2015
Bidder_Inquiry_Instructions.pdf	PDF	Jun 15, 2015
CENWP-OD-SAF-385-1__HECP__28_May_2014.pdf	PDF	Jun 15, 2015
EM_385-1-1_30_Nov_2014.pdf	PDF	Jun 15, 2015
W9127N-15-R-0026_RFP.pdf	PDF	Jun 15, 2015
TD_AWS_Drawings.pdf	PDF	Jun 15, 2015
Attachment_C_SB_Subcontracting_Plan.pdf	PDF	Jun 15, 2015
Attachment_A_Past_Performance_Questionnaire_(PPQ).pdf	PDF	Jun 15, 2015

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

See Section 0100, Amendment No. 0002

1. CONTRACT ID CODE PAGE OF PAGES

J 1 10

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 13-Jul-2015

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9127N-15-R-0026

X 9B. DATED (SEE ITEM 11)

15-Jun-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Jul-2015

CODE

US ARMY CORPS OF ENGINEERS

333 SW FIRST AVE

PORTLAND OR 97204-3495

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N-15-R-0026

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 16-Jul-2015 04:00 PM to 23-Jul-2015 04:00 PM.

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

CLIN 0014 is added as follows:

ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0014 Designated

Reference Drawings

1 Job

Funded:

The following Acceptance/Inspection Schedule was added for CLIN 0014:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

Destination Government Destination Government

The following Delivery Schedule item has been added to CLIN 0014:

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

28-APR-2017 1 THE DALLES DAM

THE DALLES DAM

USACE PORTLAND DISTRICT I84 EXIT 88

THE DALLES OR 97058-0564

541-296-1181 FOB: Destination

W9127N

The following have been added by full text:

AMENDMENT NO. 0002

Amendment No. 0002 makes the following changes to Solicitation No.W9127N-15-R-0026:

1. Change to FAR52.211-10: The 1st IWW window restrictions on work activities were removed. The 2nd IWW window was modified to include completion of CLIN 0011.

2. Change to FAR 52.211-12: The Liquidated Damages for the 1st IWW window was removed. The 2st IWW window Liquidated Damages was modified to include CLIN 0011.

3. Section 01 11 00.00 25, paragraph 1.4: Reference to work activities within the 1st IWWP was modified.

4. Section 01 33 00, paragraph 1.7 (Scheduling) was modified to include: “All submittals for work elements within the first in-water work period will be given a 15 day review turn around by the Government”.

5. Add Work Over Water Policy to Specs. Spec Section 01 35 26.00 25, paragraph 3.3.3 states “Work over water must conform to requirements set forth in Work Over Water Policy, see Attachment A11”, but attachment Work Over Water Policy was not included.

6. Add TDA Closure Dam Contours, as a Specs attachment A12, as requested.

7. Drawing DDF1.102_SK505XXX was updated.

8. Drawing DDF1.102_SK514XXX was updated.

9. Replace: FAR 52.225-9 with FAR 52.225-11 and add FAR 52.225-12.

10. Bidder inquiry (https://www.projnet.org/projnet/) closes COB 20 July 2015.

11. Changes to 52.000-4016 Proposal Submission from 16 July 2015 to 23 July 2015.

12. Replace 01 78 39.00 25-7 Project Record Drawings Paragraph 1.9.(b) within the solicitation document with the following: b. Separate payment will not be made for compliance with this Section for the preparation of the working as-built Contract, Shop, and Designated Reference drawing redlines. All costs associated with the working as-built drawing requirements of this Section are considered incidental to the work. In addition, the Contractor is responsible to update the Reference Drawings with Code No. 2 as shown on Sheet G002 of the Drawing Index. The updated Reference Drawings are considered part of the final Record Drawing submission as well and are considered incidental to the cost for the various related work items.

13. CLIN 0014 Designated Reference Drawings was added to Section 00010 Solicitation Contract Form and M&P Section 01 22 00.00 25 as a Job Item. Also, new Language added to paragraph 1.8.2.2 Drafting Standards under Section 01 78 39.00 25 as paragraph "c" and to paragraph 1.9 Payment under Section 01 78 39.00 25 within paragraph "b".

14. New Section 00010 Solicitation Contract Form that includes CLIN 0014 provided to replace the original section from the RFP.

The following have been modified:

52.000-4016 PROPOSAL SUBMISSION

The proposal is due by 4:00 PM EST on 23 July 2015 in the Contracting Division, 10th Floor, of the Block 300, 333 S.W. First Avenue, Portland, Oregon.

SECTION 00600 - REPRESENTATIONS & CERTIFICATIONS

52.225-12 NOTICE OF BUY AMERICAN REQUIREMENT-- CONSTRUCTION MATERIALS UNDER

TRADE AGREEMENTS (MAY 2014)

(a) Definitions. “Commercially available off-the-shelf (COTS) item,” “construction material,” “designated country construction material,” “domestic construction material,” and “foreign construction material,” as used in this provision, are defined in the clause of this solicitation entitled “Buy American -- Construction Materials Under Trade Agreements” (Federal Acquisition Regulation (FAR) clause 52.225-11).

(b) Requests for determination of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American statute should submit the request to the Contracting Officer in time to allow a determination before submission of offers. The offeror shall include the information and applicable supporting data required by paragraphs (c) and (d) of FAR clause 52.225-11 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American statute before submitting its offer, or has not received a response to a previous request, the offeror shall include the information and supporting data in the offer.

(c) Evaluation of offers. (1) The Government will evaluate an offer requesting exception to the requirements of the Buy American statute, based on claimed unreasonable cost of domestic construction materials, by adding to the offered price the appropriate percentage of the cost of such foreign construction material, as specified in paragraph (b)(4)(i) of FAR clause 52.225-11.

(2) If evaluation results in a tie between an offeror that requested the substitution of foreign construction material based on unreasonable cost and an offeror that did not request an exception, the Contracting Officer will award to the offeror that did not request an exception based on unreasonable cost.

(d) Alternate offers. (1) When an offer includes foreign construction material, other than designated country construction material, that is not listed by the Government in this solicitation in paragraph (b)(3) of FAR clause 52.225-11, the offeror also may submit an alternate offer based on use of equivalent domestic or designated country construction material.

(2) If an alternate offer is submitted, the offeror shall submit a separate Standard Form 1442 for the alternate offer, and a separate price comparison table prepared in accordance with paragraphs (c) and (d) of FAR clause 52.225-11 for the offer that is based on the use of any foreign construction material for which the Government has not yet determined an exception applies.

(3) If the Government determines that a particular exception requested in accordance with paragraph (c) of FAR clause 52.225-11 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic or designated country construction material, and the offeror shall be required to furnish such domestic or designated country construction material. An offer based on use of the foreign construction material for which an exception was requested-- (i) Will be rejected as nonresponsive if this acquisition is conducted by sealed bidding; or

(ii) May be accepted if revised during negotiations.

(End of provision)

SECTION 00700 - CONTRACT CLAUSES

52.225-11 BUY AMERICAN--CONSTRUCTION MATERIALS UNDER TRADE AGREEMENTS (MAY

2014)

(a) Definitions. As used in this clause--

Caribbean Basin country construction material means a construction material that--

(1) Is wholly the growth, product, or manufacture of a Caribbean Basin country; or

(2) In the case of a construction material that consists in whole or in part of materials from another country, has been substantially transformed in a Caribbean Basin country into a new and different construction material distinct from the materials from which it was transformed.

Commercially available off-the-shelf (COTS) item—

(1) Means any item of supply (including construction material) that is--

(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4)such as agricultural products and petroleum products.

Component means an article, material, or supply incorporated directly into a construction material.

Construction material means an article, material, or supply brought to the construction site by the Contractor or subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site.

Materials purchased directly by the Government are supplies, not construction material.

Cost of components means--

(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

Designated country means any of the following countries:

(1) A World Trade Organization Government Procurement Agreement country (Armenia, Aruba, Austria, Belgium, Bulgaria, Canada, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hong Kong, Hungary, Iceland, Ireland, Israel, Italy, Japan, Korea (Republic of), Latvia, Liechtenstein, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Singapore, Slovak Republic, Slovenia, Spain, Sweden, Switzerland, Taiwan or United Kingdom);

(2) A Free Trade Agreement country (Australia, Bahrain, Canada, Chile, Colombia, Costa Rica, Dominican Republic, El Salvador, Guatemala, Honduras, Korea (Republic of), Mexico, Morocco, Nicaragua, Oman, Panama, Peru, or Singapore);

(3) A least developed country (Afghanistan, Angola, Bangladesh, Benin, Bhutan, Burkina Faso, Burundi, Cambodia, Central African Republic, Chad, Comoros, Democratic Republic of Congo, Djibouti, Equatorial Guinea, Eritrea, Ethiopia, Gambia, Guinea, Guinea-Bissau, Haiti, Kiribati, Laos, Lesotho, Liberia, Madagascar, Malawi, Mali, Mauritania, Mozambique, Nepal, Niger, Rwanda, Samoa, Sao Tome and Principe, Senegal, Sierra Leone, Solomon Islands, Somalia, South Sudan, Tanzania, Timor-Leste, Togo, Tuvalu, Uganda, Vanuatu, Yemen, or Zambia); or

(4) A Caribbean Basin country (Antigua and Barbuda, Aruba, Bahamas, Barbados, Belize, Bonaire, British Virgin Islands, Curacao, Dominica, Grenada, Guyana, Haiti, Jamaica, Montserrat, Saba, St. Kitts and Nevis, St. Lucia, St.

Vincent and the Grenadines, Sint Eustatius, Sint Maarten, or Trinidad and Tobago).

Designated country construction material means a construction material that is a WTO GPA country construction material, an FTA country construction material, a least developed country construction material, or a Caribbean Basin country construction material.

Domestic construction material means--

(1) An unmanufactured construction material mined or produced in the United States;

(2) A construction material manufactured in the United States, if--

(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic; or

(ii) The construction material is a COTS item.

Foreign construction material means a construction material other than a domestic construction material.

Least developed country construction material means a construction material that--

(1) Is wholly the growth, product, or manufacture of a least developed country; or

(2) In the case of a construction material that consists in whole or in part of materials from another country, has been substantially transformed in a least developed country into a new and different construction material distinct from the materials from which it was transformed.

“Free Trade Agreement country construction material” means a construction material that—

(1) Is wholly the growth, product, or manufacture of a Free Trade Agreement (FTA) country; or

(2) In the case of a construction material that consists in whole or in part of materials from another country, has been substantially transformed in a FTA country into a new and different construction material distinct from the materials from which it was transformed.

“Least developed country construction material” means a construction material that—

(1) Is wholly the growth, product, or manufacture of a least developed country; or

United States means the 50 States, the District of Columbia, and outlying areas.

WTO GPA country construction material means a construction material that--

(1) Is wholly the growth, product, or manufacture of a WTO GPA country; or

(2) In the case of a construction material that consists in whole or in part of materials from another country, has been substantially transformed in a WTO GPA country into a new and different construction material distinct from the materials from which it was transformed.

(b) Construction materials.

(1) This clause implements 41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the component test of the Buy American statute is waived for construction material that is a COTS item. (See FAR 12.505(a)(2)). In addition, the Contracting Officer has determined that the WTO GPA and Free Trade Agreements (FTAs) apply to this acquisition. Therefore, the Buy American restrictions are waived for designated country construction materials.

(2) The Contractor shall use only domestic or designated country construction material in performing this contract, except as provided in paragraphs (b)(3) and (b)(4) of this clause.

(3) The requirement in paragraph (b)(2) of this clause does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows:

[Contracting Officer to list applicable excepted materials or indicate ``none'']

(4) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(3) of this clause if the Government determines that--

(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the restrictions of the Buy American statute is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

(ii) The application of the restriction of the Buy American statute to a particular construction material would be impracticable or inconsistent with the public interest; or

(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.

(1)(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(4) of this clause shall include adequate information for Government evaluation of the request, including--

(A) A description of the foreign and domestic construction materials;

(B) Unit of measure;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

(G) Name and address of the proposed supplier; and

(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.

(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.

(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).

(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.

(2) If the Government determines after contract award that an exception to the Buy American statute applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material. However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(4)(i) of this clause.

(3) Unless the Government determines that an exception to the Buy American statute applies, use of foreign construction material is noncompliant with the Buy American statute.

(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:

Foreign and Domestic Construction Materials Price Comparison Construction material description Unit of measure Quantity Price (dollars) \1\ Item 1:

Foreign construction material Domestic construction material Item 2:

Foreign construction material Domestic construction material \1\ Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).

List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.

Include other applicable supporting information.

(End of clause)

The following have been deleted:

52.225-9 Buy American--Construction Materials MAY 2014

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) -

ALTERNATE I (APR 1984)

The Contractor shall be required to (a) commence work under this contract within seven (7) calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use as follows:

The work to be performed in this contract will involve two (2) In -Water Work Periods (IWWP) as stated within this clause. The East Fish Ladder will be de-watered during the Contractor’s work window for both IWWP’s as stated herein.

CONSTRUCTION END DATE: 28 February 2016 for 1st Season IWWP. (Contractor work window is 5 December 2015 through 26 February 2016).

The Contractor’s work if further restricted for the second IWWP as follows:

CONSTRUCTION END DATE: 28 February 2017 for 2nd Season IWWP. (Contractor work window is 5 December 2016 through 27 February 2017).

This date includes completion of related IWWP work for Contract CLINs 0007, 0008, 0009, and 0011 including associated testing and final cleanup of the affected area.

PHYSICAL COMPLETION DATE: All substantial work must be completed by 31 March 2017. All other remaining contract work including deficiency corrections and final cleanup of the premises shall be completed no later than 1 May 2017.

CONTRACT END DATE: PHYSICAL COMPLETION DATE plus 120 DAYS.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by 07 September 2015. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of:

$1,975.00 for each calendar day of delay for failure to complete all work, stabilized, secure, and cleanup, the items required for CLINs 0007, 0008, 0009, and 0011within the 2nd period In-Water Work Period (IWWP), AFTER the CONSTRUCTION END DATE listed in 52.211-10, until construction is complete.

$321.00 for each calendar day of delay, AFTER the CONTRACT END DATE listed in 52.211-10 Alt I, PENDING administrative closeout completion.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of Summary of Changes)

The Dalles AWS BackUp System

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 25

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.4 INTERIM CONSTRUCTION COMPLETION DATE

1.5 CONTRACT DRAWINGS

1.6 OCCUPANCY OF PREMISES

1.7 EXISTING WORK

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

01 11 00.00 25-i

SECTION 01 11 00.00 25

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

This Section provides a summary of the various Contract work elements and their relationship to each other. This summary describes work activities within interim construction completion date. This Section does not provide the technical detail for particular work activities, but describes the work as a whole, providing overall perspective to the separate tasks and their interrelationships. Use this Section in conjunction with all the Specification Sections and the Drawings to establish the total work requirements.

1.2 REFERENCES

The publications listed below form a part of this Specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) U.S. Army Corps of Engineers Safety and Health Requirements Manual

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The U. S. Army Corps of Engineers (USACE), Portland District, seeks a Contractor to construct, per provided plans and specification, an emergency backup supply of water to the auxiliary water system (AWS). A single 10-foot-diameter (inner diameter) penstock pipe will convey the design discharge by routing flow through Monolith 5 into the auxiliary water supply chamber (AWSC). Flow bifurcates and is released into the existing AWSC via two 7-foot-diameter (inner diameter) diffuser penstock pipe. The system consists the following features:

a. Foundation for precast units (cast in place underwater placed concrete)

b. Precast pier segments with guide slots for closure gate, dewatering bulkheads, and trash-racks.

c. Attachment of the precast piers to the dam face and grouting of the joints.

d. Dive work requirements (to approx 70 feet).

e. Hydraulic Steel Structures (HSS) (closure gate and dewatering bulkheads).

f. Steel trash-racks.

01 11 00.00 25-1

g. Modification of Monolith 5 deck guardrail.

h. A 10-foot and two 7-foot diameter steel penstocks.

i. The penetration bore hole through Monolith 5. The inlet is to be a bell-mouthed circular penstock pipe inlet normal to the dam face.

j. Several concrete thrust blocks for 10-foot-diameter and 7-foot-diameter supply penstock pipe.

k. Pipe supports for the 7-foot diameter penstocks spanning the junction pool.

l. Concrete valve rooms with personnel access and work access platforms.

m. Removal and replacement of AWS concrete deck for pipe installation.

n. A 10-foot-diameter butterfly valve and two 7-foot-diameter butterfly valves.

o. Two 10-foot orifice plates for energy dissipation.

p. Two 7-foot orifice plates for energy dissipation.

q. Pipeline venting.

r. Drain pipe system including isolation valves and check valves.

s. Two lifting beams. The beams shall be provided in accordance with

EM 385-1-1.

t. Electrical lights, receptacles, disconnect switches, and remote control stations for the valves and the valve rooms.

u. Replacement or relocation of water, sanitary sewer, and storm sewer mains and other components.

v. Repave asphalt parking lot and drives within the construction area.

w. Rock excavation is required in some areas.

1.3.2 Location

The work shall be located at The Dalles Dam, Klickitat County, Washington.

Contractor access to the work site will be from the Oregon side, from Interstate I-84, The Dalles Dam exit and/or limited access from the Washington side north shore for potential precast yard, staging, floating plant access, etc.

1.4 INTERIM CONSTRUCTION COMPLETION DATE

In accordance with Section 00800 Contract Clause 52.211-10 and 52.211-12, work shall be completely finish to the points specified for each of the dates.

a. CONSTRUCTION COMPLETION DATE for Work Activities Within the First In-Water Work (IWW) Period: 28 Feb 2016

01 11 00.00 25-2

b. CONSTRUCTION COMPLETION DATE for Work Activities Within the Second In-Water Work (IWW) Period: 28 Feb 2017

CLIN 0007 Cofferdam Structure, Bulkhead, and Trashrack

CLIN 0008 Concrete Mining

CLIN 0009 Grouting and installation of Steel Penstock Through Dam

CLIN 00011 AWS Chamber Work

c. FINAL CONSTRUCTION PHYSICAL COMPLETION: All construction, features in the Plans and Specifications, temporary construction supports, construction aids and construction debris shall be removed from the site. The date stated for completion shall include all work and final cleanup of the premises.

d. Contract END DATE: All submittals, As-Build Drawings, O&M Manuals and all other requirements submitted and approved.

1.5 CONTRACT DRAWINGS

a. The Drawings that accompany these Specifications are a part thereof.

b. One set of full size Contract drawings, maps, and Specifications will be furnished to the Contractor without charge per Section 00700 Contract Clause 252.236-7001, Contract DRAWINGS AND SPECIFICATIONS.

Reference publications will not be furnished.

c. Immediately check furnished Drawings and notify the Government of any discrepancies.

1.6 OCCUPANCY OF PREMISES

a. Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

b. Before work is started, arrange with the COR a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.7 EXISTING WORK

In addition to Section 00700 Contract Clause 52.236-9, PROTECTION OF

EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portion of the existing work to remain.

b. Upon completion of the work, repair or replace portions of existing work, which have been damaged by Contractor's operations, to preconstruction conditions at the expense of the Contractor.

c. The East Fish Ladder will be de-watered during both In-Water Work Period from 12/5/2015 through 2/26/2016 and from 12/5/2016 through 2/26/2017.

01 11 00.00 25-3

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

01 11 00.00 25-4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 25

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 SUBMITTALS

1.3 UNIT PRICE PAYMENT ITEMS

1.4 RETAINAGE

1.5 JOB PAYMENT ITEMS

1.6 CONTRACT LINE ITEMS FOR MEASUREMENT AND PAYMENT

1.6.1 Mobilization and Demobilization, CLIN 0001

1.6.2 Underwater Concrete, CLIN 0002

1.6.3 Common Excavation, CLIN 0003

1.6.3.1 First 7,500 Cubic Yards, CLIN 0003AA

1.6.3.2 Over 7,500 Cubic Yards, CLIN 0003AB

1.6.4 General Backfill, CLIN 0004

1.6.4.1 First 5,000 Cubic Yards, CLIN 0004AA

1.6.4.2 Over 5,000 Cubic Yards, CLIN 0004AB

1.6.5 Controlled Density Fill, CLIN 0005

1.6.5.1 First 300 Cubic Yards, CLIN 0005AA

1.6.5.2 Over 300 Cubic Yards, CLIN 0005AB

1.6.6 Rock Excavation, CLIN 0006

1.6.6.1 First 2,000 Cubic Yards, CLIN 0006AA

1.6.6.2 Over 2,000 Cubic Yards, CLIN 0006AB

1.6.7 Cofferdam Structure, Bulkhead, and Trashrack, CLIN 0007

1.6.8 Concrete Mining, CLIN 0008

1.6.9 Grouting and Installation of Steel Penstock Through Dam, CLIN

1.6.10 Steel Penstock from Dam to the AWS Chamber, CLIN 0010

1.6.11 AWS Chamber Work, CLIN 0011

1.6.12 Site Utilities Work, CLIN 0012

1.6.13 Paving and Stripping, CLIN 0013

1.6.14 Designated Reference Drawings, CLIN 0014

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

01 22 00.00 25-i

SECTION 01 22 00.00 25

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

a. In each instance, the Contract price for an item will constitute full compensation as herein specified, as shown, or as otherwise approved. The Contract price and payment will also constitute full compensation for all work incidental to completion of the item, unless such work is otherwise specifically mentioned for separate payment under another line item. In the event any work is required by the specifications Sections or by the Drawings and not specifically mentioned in the measurement and payment paragraphs, separate or direct payment will not be made and all costs thereof are incidental to the work and included in the Contract prices and payments for all Contract Line Item Numbers (CLIN) listed in the price schedule. Payment for work activities involving lead based paint will be incidental to the related CLIN.

b. As stated in Section 00700 Contract Clause 52.236-21, SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, the word "provided" shall be understood to mean "furnished and installed" when used in this Section or elsewhere in the Specification Sections.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00, SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Mobilization and Demobilization Costs; G

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in Section 00010, PRICE SCHEDULE, and described below. The unit price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment; performing all associated Contractor quality control, environmental protection, commissioning, preparation of working as-built drawing redlines, O&M manuals, tests and reports, meeting safety requirements; and for performing all work required for each of the unit price items.

1.4 RETAINAGE

$150,000 for separate RECORD DRAWING creation will be retained until final RECORD DRAWING submittal approval is made. Refer to Section 01 78 39.00 25, PROJECT RECORD DOCUMENTS paragraph PAYMENT for additional information.

01 22 00.00 25-1

1.5 JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in Section 00010, PRICE SCHEDULE, and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment; performing all associated Contractor quality control, environmental protection, commissioning, preparation of working as-built drawing redlines, O&M manuals, tests and reports, meeting safety requirements; and for performing all work required for which separate payment is not otherwise provided. A schedule of values for job items shall be provided with each payment request.

1.6 CONTRACT LINE ITEMS FOR MEASUREMENT AND PAYMENT

1.6.1 Mobilization and Demobilization, CLIN 0001

a. Measurement: Measurement will be made as a job for mobilizing and demobilizing all plant, equipment, fuel, supplies, materials, and personnel to and from the job site. This Contract Line Item Number (CLIN) applies to the Prime Contractor and all subcontractor mobilization and demobilization.

b. Payment: Payment will be made at the Contract amount under CLIN 0001 at a rate of 60 percent for mobilization and 40 percent for demobilization as defined in Sectin 00700 Contract Clause 252.236-7004, PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (Dec 1991). Submit a schedule of mobilization and demobilization costs prior to submitting the first request for payment. The schedule plan shall identify equipment, tools, and materials removed after the first in-water work period and later re-mobilied during the second in-water work window and then final site de-mobilization.

1.6.2 Underwater Concrete, CLIN 0002

a. Measurement: Measurement will be made as a job providing all labor, plant, equipment, materials, and incidentals required for removal of loose materials, cleaning and surface preparation of the dam face and foundation area down to sound rock for the tremie slab placement, mix design, testing, placement, and cleanup of the tremie concrete foundation that will provide support for precast cofferdam sections.

Dive Operations required to support this work is incidental to this work item.

b. Payment: Payment will be made at the Contract amount under CLIN 0002.

1.6.3 Common Excavation, CLIN 0003

1.6.3.1 First 7,500 Cubic Yards, CLIN 0003AA

01 22 00.00 25-2 average-end-area cross-section methods. Any additional excavation required for installation or construction shall be considered incidental to the work. Unit price shall include providing all labor, plant, equipment, materials, and incidentals required for common excavation and shall include all excavating, loading, hauling, and disposing of the materials at the designated disposal site shown on the drawings. For the thrust block excavation at the 7 foot diameter valve vault key, material shall be removed down to sound rock. All dewatering required for this work shall be incidental to excavation.