Exhibit4_Specifications.pdf

Apache-Sitgreaves

Specifications Package Project: Replace Big Lake Water Tank District: Springerville Region: Southwest Region 03

Contracting Office: Supervisor’s Office, AQM Contracting Officer: Warren Abbott

Contracting Address: P.O. Box 640 30 S. Chiricahua Springerville, AZ 85938

Phone:

Fax:

Civil Engineer:

Date:

(928) 333-4301

(928) 333-5966

Richard Polanco 06/06/2017

Replace Big Lake Water Tank

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Table of Contents

SUBMITTAL REGISTER

SECTION 00 01 15 – LIST OF DRAWINGS AND SPECIFICATIONS

SECTION 00 50 00 – CONTRACTING FORMS AND SUPPLEMENTS

SECTION 01 11 00 – SUMMARY OF WORK

SECTION 01 14 00 – WORK RESTRICTIONS

SECTION 01 22 13 – UNIT PRICES MEASUREMENT AND PAYMENT

SECTION 01 33 00 – SUBMITTAL PROCEDURES

SECTION 01 42 13 – ABBREVIATIONS AND ACRONYMS

SECTION 01 74 19 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

SECTION 01 77 00 – CLOSEOUT PROCEDURES

SECTION 01 78 00 – CLOSEOUT SUBMITTALS

SECTION 09 91 13 – EXTERIOR PAINTING

SECTION 31 23 16 – EXCAVATION

SECTION 31 23 23.13 – BACKFILL

SECTION 31 23 23.23 – COMPACTION

SECTION 33 05 16.13 – PRECAST CONCRETE UTILITY STRUCTURES

SECTION 33 05 26 – UTILITY IDENTIFICATION

SECTION 33 11 13.23 – PLASTIC PUBLIC WATER UTILITY DISTRIBUTION PIPING ... 43

SECTION 33 12 16 – WATER UTILITY DISTRIBUTION VALVES

SECTION 33 13 00 – DISINFECTING OF WATER UTILITY DISTRIBUTION

SECTION 33 16 13 – ABOVEGROUND WATER UTILITY STORAGE TANKS

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SUBMITTAL REGISTER

Contract Document

Reference

Description Item Submitted Pa ra gr ap h

Submittal Type (1)

For (2) N o.

o f C op ie s

Contractor Government Action Sp ec if ic at io n

Se ct io n

N um be r

D ra w in g Sh ee t

N um be r

V ar ia nc e (Y

/N

D at e Su bm itt ed

D at e Re tu rn ed

A ct io n

C od e (3

Re vi ew ed

B y

01 14 00 Construction Schedule 1.3 SD-01 GA 2 01 78 00 As-Built Drawings 1.3.A SD-11 GA 2 09 91 13 Exterior Paint Data 2.1.A SD-03 FIO 2 09 91 13 Exterior Primer Data 2.1.A SD-03 FIO 2 09 91 13 Exterior Paint Color Samples 2.1.C SD-04 GA 2

31 23 23.13 Select Backfill Material 2.1.C SD-03 FIO 2 31 23 23.13 Bedding Course Material 2.1.H SD-03 FIO 2 31 23 23.23 Lab Moisture-density Tests 3.1.A SD-06 FIO 2 31 23 23.23 Field Compaction Tests 3.3.B SD-06 FIO 2 33 05 16.13 Precast Concrete Box 2.1.A SD-03 FIO 2 33 11 13.23 HDPE Piping 2.2.A SD-03 FIO 2 33 11 13.23 HDPE Joint Fusion Certificate 3.2.A.3 SD-07 GA 2 33 11 13.23 Pressure Test Results 3.4.M SD-06 FIO 2

33 13 00 Disinfection Test Report 3.2 SD-06 FIO 2 33 16 13 Tank Design Certification 2.1.A SD-07 FIO 2 33 16 13 Tank NSF/ANSI 61 Certification 2.1.B SD-07 FIO 2 33 16 13 Tank Welder Certification 2.1.C SD-07 FIO 2 33 16 13 Tank Warranty Certificates 2.1.D SD-07 FIO 2 33 16 13 Tank Component Colors 3.3 SD-04 GA 2 33 16 13 Tank, Foundation & Anchoring 2.2 SD-02 GA 2

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(1) Submittal Type:

SD-01 – Preconstruction SD-02 – Shop Drawings SD-07 – Certificates SD-03 – Product Data SD-08 – Manufacturer’s Instructions SD-04 – Samples SD-09 – Manufacturer’s Field Reports SD-05 – Design Data SD-10 – O&M Data SD-06 – Test Reports SD-11 – Closeout

(2) For:

FIO – For Information Only GA – Government Approval

(3) Action Codes:

A – Approved B – Approved, except at noted (no resubmission) C – Approved, except as noted (resubmission req’d) D – Will be returned by separate correspondence E – Disapproved (resubmission req’d) F – Receipt Acknowledged (no resubmission) X – Receipt Acknowledged, does not comply with contract requirements, as noted (resubmission req’d)

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SECTION 00 01 15 – LIST OF DRAWINGS AND SPECIFICATIONS

PART 1 - GENERAL

1.1 LIST OF DRAWINGS

A. Drawings: Drawings consist of the Contract Drawings and other drawings listed on the Table of Contents page of the separately bound drawing set titled Big Lake Water Tank Replacement, dated 6/6/2017, as modified by subsequent Addenda and Contract modifications.

B. List of Drawings: Drawings consist of the following Contract Drawings and other drawings of type indicated:

1. SHEET 1 – TITLE SHEET

2. SHEET 2 – EXISTING SITE PLAN & DEMO

3. SHEET 3 – NEW TANKS SITE PLAN

4. SHEET 4 – CONSTRUCTION DETAILS

1.2 LIST OF SPECIFICATIONS

A. DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

1. Section 00 01 15 LIST OF DRAWINGS AND SPECIFICATIONS

2. Section 00 50 00 CONTRACTING FORMS AND SUPPLEMENTS

B. DIVISION 01 – GENERAL REQUIREMENTS

1. Section 01 11 00 SUMMARY OF WORK

2. Section 01 14 00 WORK RESTRICTIONS

3. Section 01 22 13 UNIT PRICES MEASUREMENT AND PAYMENT

4. Section 01 33 00 SUBMITTAL PROCEDURES

5. Section 01 42 13 ABBREVIATIONS AND ACRONYMS

6. Section 01 74 19 CONSTRUCTION WASTE AND MGMT DISPOSAL

7. Section 01 77 00 CLOSEOUT PROCEDURES

8. Section 01 78 00 CLOSEOUT SUBMITTALS

C. DIVISION 09 – FINISHES

1. Section 09 91 13 EXTERIOR PAINTING

D. DIVISION 31 – EARTHWORK

1. Section 31 23 16 EXCAVATION

2. Section 31 23 23.13 BACKFILL

3. Section 31 23 23.23 COMPACTION

E. DIVISION 33 – UTILITIES

1. Section 33 05 16.13 PRECAST CONCRETE UTILITY STRUCTURES

2. Section 33 05 26 UTILITY IDENTIFICATION

3. Section 33 11 13.23 PLASTIC PUBLIC WATER UTILITY DIST. PIPING

4. Section 33 12 13.13 WATER SUPPLY BACKFLOW PREVENTER ASSEMBLIES

5. Section 33 12 16 WATER UTILITY DISTRIBUTION VALVES

6. Section 33 12 19 WATER UTILITY DISTRIBUTION HYDRANTS

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7. Section 33 13 00 DISINFECTING OF WATER UTILITY DISTRIBUTION

8. Section 33 16 13 ABOVEGROUND WATER UTILITY STORAGE TANKS

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 00 01 15

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SECTION 00 50 00 – CONTRACTING FORMS AND SUPPLEMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This section consists of standard forms required during the course of the project. It is not intended to be a full and complete list of forms, but typical forms used during a project.

B. All forms are attached to this specification section. Electronic copies available upon request.

1.2 PRE-CONSTRUCTION FORMS

A. Standard Form (SF) 1413 – STATEMENT AND ACKNOWLEDGMENT

1. Required for each individual subcontractor for the project.

2. Must be submitted prior to the subcontractor(s) starting a feature of work, and approved in writing by the Contracting Officer.

1.3 PROGRESS AND FINAL PAYMENT FORMS

A. FAR 52-232-5 – PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTACTS

1. Required with submission of all progress and final payments.

B. WH-347 – CERTIFIED PAYROLL

1. Required weekly and submitted with all payment requests.

2. Contractor-developed forms may be used in lieu of, but must contain, at minimum, all information as required on WH-347.

1.4 CLOSEOUT FORMS

A. All those required under Section 1.3.

B. FSH 6309.11 – CONTRACT RELEASE FORM

1. Required at the time of final payment submission for all contracts.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 00 50 00

STATEMENT AND ACKNOWLEDGMENT OMB No.: 9000-0014 Expires: 6/30/2014

Public reporting burden for this collection of information is estimated to average 30 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the FAR Secretariat, (VIR), Regulatory and Federal Assistance Division, GSA, Washington, DC 20405; and to the Office of Management and Budget, Paperwork Reduction Project (9000-0014), Washington, DC 20503.

PART I - STATEMENT OF PRIME CONTRACTOR

1. PRIME CONTRACT NO. 2. DATE SUBCONTRACT

AWARDED

3. SUBCONTRACT NUMBER

15b. TITLE OF PERSON SIGNING

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1413 (REV. 7/2005)

Prescribed by GSA/FAR (48 CFR) 53.222(e)

4. PRIME CONTRACTOR 5. SUBCONTRACTOR

a. NAME a. NAME

b. STREET ADDRESS b. STREET ADDRESS

c. CITY d. STATE e. ZIP CODE c. CITY d. STATE e. ZIP CODE

6. The prime contract does, does not contain the clause entitled "Contract Work Hours and Safety Standards Act -- Overtime Compensation."

7. The prime contractor states that under the contract shown in Item 1, a subcontract was awarded on the date shown in Item 2 to the subcontractor identified in item 5 by the following firm:

a. NAME OF AWARDING FIRM

b. DESCRIPTION OF WORK BY SUBCONTRACTOR

8. PROJECT 9. LOCATION

10a. NAME OF PERSON SIGNING 11. BY (Signature) 12. DATE SIGNED

10b. TITLE OF PERSON SIGNING

PART II - ACKNOWLEDGMENT OF SUBCONTRACTOR

13. The subcontractor acknowledges that the following clauses of the contract shown in Item 1 are included in this subcontract:

Contract Work Hours and Safety Standards Act - Overtime Compensation - (If included in prime contract see Block 6) Payrolls and Basic Records Withholding of Funds Disputes Concerning Labor Standards Compliance with Davis-Bacon and Related Act Regulations

Davis-Bacon Act Apprentices and Trainees Compliance with Copeland Act Requirements Subcontracts (Labor Standards) Contract Termination - Debarment Certification of Eligibility

14. NAME(S) OF ANY INTERMEDIATE SUBCONTRACTORS, IF ANY

A C

B D

15a. NAME OF PERSON SIGNING 16. BY (Signature) 17. DATE SIGNED

FAR 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS (SEP 2002)

(b) Progress payments. The Government shall make progress payments monthly as the work proceeds, or at more frequent intervals as determined by the Contracting Officer, on estimates of work accomplished which meets the standards of quality established under the contract, as approved by the Contracting Officer.

(1) The Contractor’s request for progress payments shall include the following substantiation:

(i) An itemization of the amounts requested, related to the various elements of work required by the contract covered by the payment requested.

(ii) A listing of the amount included for work performed by each subcontractor under the contract.

(iii) A listing of the total amount of each subcontract under the contract.

(iv) A listing of the amounts previously paid to each such subcontractor under the contract.

(v) Additional supporting data in a form and detail required by the Contracting Officer.

(2) In the preparation of estimates, the Contracting Officer may authorize material delivered on the site and preparatory work done to be taken into consideration. Material delivered to the Contractor at locations other than the site also may be taken into consideration if—

(i) Consideration is specifically authorized by this contract; and

(ii) The Contractor furnishes satisfactory evidence that it has acquired title to such material and that the material will be used to perform this contract.

(c) Contractor certification. Along with each request for progress payments, the Contractor shall furnish the following certification, or payment shall not be made: (However, if the Contractor elects to delete paragraph (c)(4) from the certification, the certification is still acceptable.)

I hereby certify, to the best of my knowledge and belief, that—

(1) The amounts requested are only for performance in accordance with the specifications, terms, and conditions of the contract;

(2) All payments due to subcontractors and suppliers from previous payments received under the contract have been made, and timely payments will be made from the proceeds of the payment covered by this certification, in accordance with subcontract agreements and the requirements of Chapter 39 of Title 31, United States Code;

(3) This request for progress payments does not include any amounts which the prime contractor intends to withhold or retain from a subcontractor or supplier in accordance with the terms and conditions of the subcontract; and

(4) This certification is not to be construed as final acceptance of a subcontractor’s performance.

(Name)

(Title)

(Date)

U.S. Department of Labor PAYROLL (For Contractor's Optional Use; See Instructions at www.dol.gov/whd/forms/wh347instr.htm) Wage and Hour Division

Persons are not required to respond to the collection of information unless it displays a currently valid OMB control number.

NAME OF CONTRACTOR OR SUBCONTRACTOR ADDRESS OMB No.: 1235-0008 Expires: 02/28/2018

PAYROLL NO. FOR WEEK ENDING PROJECT AND LOCATION PROJECT OR CONTRACT NO.

(1) (2) (3) (4) DAY AND DATE (5) (6) (7) (9)

(8)

DEDUCTIONS

O

O

O

O

O

O

O

O

NAME AND INDIVIDUAL IDENTIFYING NUMBER

(e.g., LAST FOUR DIGITS OF SOCIAL SECURITY

NUMBER) OF WORKER N

O

. O F

W

IT

H H

O

LD

iN G

E

XE

M

P

TI

O N

S

WORK

CLASSIFICATION

O T.

O R

S T.

HOURS WORKED EACH DAY

TOTAL

HOURS

RATE

OF PAY

GROSS

AMOUNT

EARNED FICA

WITH-

HOLDING

TAX OTHER

TOTAL

DEDUCTIONS

NET

WAGES

PAID

FOR WEEK

S

S

S

S

S

S

S

S

Rev. Dec. 2008

Rev. Dec. 2008

While completion of Form WH-347 is optional, it is mandatory for covered contractors and subcontractors performing work on Federally financed or assisted construction contracts to respond to the information collection contained in 29 C.F.R. §§ 3.3, 5.5(a). The Copeland Act (40 U.S.C. § 3145) contractors and subcontractors performing work on Federally financed or assisted construction contracts to "furnish weekly a statement with respect to the wages paid each employee during the preceding week." U.S. Department of Labor (DOL) regulations at 29 C.F.R. § 5.5(a)(3)(ii) require contractors to submit weekly a copy of all payrolls to the Federal agency contracting for or financing the construction project, accompanied by a signed "Statement of Compliance" indicating that the payrolls are correct and complete and that each laborer or mechanic has been paid not less than the proper Davis-Bacon prevailing wage rate for the work performed. DOL and federal contracting agencies receiving this information review the information to determine that employees have received legally required wages and fringe benefits.

Public Burden Statement

We estimate that is will take an average of 55 minutes to complete this collection, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection, including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, U.S. Department of Labor, Room S3502, 200 Constitution Avenue, N.W.

Washington, D.C. 20210

(over) nthai nthai nthai

Date

I, (Name of Signatory Party) (Title) do hereby state:

(1) That I pay or supervise the payment of the persons employed by on the (Contractor or Subcontractor)

; that during the payroll period commencing on the (Building or Work) day of , , and ending the day of , , all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said from the full (Contractor or Subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 C.F.R. Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948, 63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. § 3145), and described below:

(2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed.

(3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor.

(4) That:

(a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS

− in addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in section 4(c) below.

(b) WHERE FRINGE BENEFITS ARE PAID IN CASH

− Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in section 4(c) below.

(c) EXCEPTIONS

REMARKS:

EXCEPTION (CRAFT)

EXPLANATION

NAME AND TITLE SIGNATURE

THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE

31 OF THE UNITED STATES CODE.

nthai nthai

FSH 6309.11 - CONTRACT ADMINISTRATION HANDBOOK

RELEASE FORM

Based on FS-6300-16

USDA - Forest Service CONTRACT NUMBER

UNIT

CONTRACT RELEASE

(Reference FSH 6309.11)

TO:

In consideration of ___________ the undersigned hereby releases the United States of America from any and all obligations arising under this contract and any modifications thereof except as reserved below:

Reservations:

Date:_____________________ ____ Contractor

By ___

Title _

NAME AND ADDRESS OF CONTRACTOR

PROJECT

richardrpolanco Sticky Note Marked set by richardrpolanco richardrpolanco Sticky Note Marked set by richardrpolanco richardrpolanco Sticky Note Marked set by richardrpolanco

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SECTION 01 11 00 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Work for this project consists of: Remove and dispose the existing 400,000 steel tank, accessories, and associated drain and supply lines. Install two new 72,000 gallon steel water tanks with required foundation, safety features, and new water valves and lines to tie into existing drain and supply lines.

1.2 LOCATION

A. The project work is located at the Big Lake Recreation Area, Apache County, Arizona.

From Eagar, take AZ-260 west 3.1 miles and turn left onto AZ-261 to Big Lake. Continue south 17.9 miles, then turn left onto AZ-273 towards Big Lake. Turn right onto NFSR 8115 (Big Lake Road) and continue 2.60 miles to the NFSR 249E intersection. Turn right onto NFSR 249E and continue north 1.3 miles. Turn left onto NFSR 8927 (Big Lake Water Tank road), and continue up the hill 1 mile. Road ends at the existing 400,000 gallon water tank location. Tank location is Latitude 33.878641, Longitude -109.442307 in decimal degrees.

1.3 GENERAL SITE CONDITIONS

A. The tank sits on top of the hill at an elevation of approximately 9,270, with the surrounding recreation area lying between 9,000 to 9,050 feet. Ground conditions typically remain saturated with chances of snow into May. Conditions become dryer starting in May and into June, but can become heavily saturated during the monsoon season from late June through August. Good conditions typically persist in September and October with dry conditions and warm daytime temperatures. Freezing nighttime may begin as early as mid to late October, and continue through April, with heavy snowfall during the winter months.

1.4 FIELD VERIFICATION

A. Field verify all new and existing dimensions and project conditions affecting the work of the project prior to starting the work. If there are any discrepancies from the contract drawings and specifications, notify the Contracting Officer before proceeding with the work.

1.5 EXISTING UTILITIES

A. Locate and prevent damage to known utilities. If damage occurs to known utilities, repair at no cost to the Government.

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PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 11 00

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SECTION 01 14 00 – WORK RESTRICTIONS

PART 1 - GENERAL

1.1 SUMMARY

A. This section covers general and specific work restrictions at the project site.

1.2 USE OF PREMISES

A. Staging area for equipment, materials, and supplies is located within the fenced in area of the sewage lagoon, which includes the old water treatment building housing the 8-inch flanged connection. The area is fenced with a lock, however the Government does not guarantee this to be a fully secure site as it can be seen from the road.

B. NFSR 8927 (Big Lake Water Tank Road) is a Maintenance Level 2 road (for admin use only – no public access), recommended vehicles with high clearance. The USFS will provide road maintenance and any required tree clearing to the tank to allow a crane to proceed to the tank location.

C. Limit use of premises to work in within the construction limits. Do not disturb portions of the project site beyond where the construction limits are indicated.

D. Keep roadways and entrances clear and available to Government employees and vehicles, emergency vehicles, and the public at all times. Do not use these areas for parking or storage of materials.

E. Provide adequate signing and barricades, and take necessary safety measures to protect the public during all construction operations, per MUTCD and OSHA. Minimize disturbance of all undisturbed areas.

F. Overnight camping is available at the project site where there is little to no available accommodations within a reasonable distance to the construction site. Coordinate with the Springerville Ranger District for overnight stays at designated areas in and around the project site.

1.3 WORK SCHEDULING

A. Normal working hours for construction activities are 7 days per week, daylight to dusk.

B. Request for additional work hours requires written approval from the Contracting Officer 7 days in advance of the proposed work period.

C. Coordinate major construction activities and the sequence of work with the Contracting Officer at the pre-construction conference.

D. Depending on conditions, normal fire restrictions may apply to activities associated with this project. Refer to the fire plan for mandatory requirements for different fire restrictions.

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1.4 UTILITIES

A. WATER

1. Available onsite, dependent upon stage of construction. Otherwise available at locations in and around the campgrounds.

B. ELECTRIC

1. Not available at the water tank location.

C. SEWER

1. There are RV dump stations located at the campgrounds that can be used for sewer dumps and potable water fills, for a fee. Public vault toilet facilities are available at Big Lake South Cove and Boat Launch facilities, as well as a flush toilet facility at the Big Lake Marina. Shower buildings are available, for a fee. There are not sanitation facilities at the water tank location.

1.5 PRESERVATION OF NATURAL FEATURES

A. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damages trees and plants, at no additional cost to the Government.

B. Do not remove, injure, or destroy trees or other plants without prior approval, or as indicated in the contract.

C. Carefully supervise excavating, grading, backfilling, and other construction operations near trees to prevent damage.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 14 00

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SECTION 01 22 13 – UNIT PRICES MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. This section explains, in general, what is the basis of payment for work items listed in the Schedule of Items.

B. Work: Furnish all labor, materials, equipment, and other incidentals necessary to successfully complete the project, or any portion of it, and carrying out all duties and obligations imposed by the contract by the Contractor.

C. Payment:

1. For each individual item in the Schedule of Items, full compensation for all work related to the particular item will be made in accordance with these specifications, as shown on the drawings, and as staked in the field.

2. Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work and materials is considered incidental or as included in the payment for items shown.

1.2 DETERMINATION OF QUANTITIES

A. Perform, or cause to be performed, all measurements of quantities of materials incorporated into the work processes that are to be measured under the provisions of the contract.

B. Quantity Measurements:

1. Make all measurements for computation of quantities for all work items except those specified for payment by Actual Quantity (AQ), Designed Quantity (DQ), or Lump Sum Quantity (LSQ).

2. Compute the quantities for periodic progress payments; the Contracting Officer will compute the quantities for final payment based on measurements taken by the Contractor and recommended by the COR.

3. All Contractor measurements are subject to verification by the Government.

4. Verify, in writing, as to the accuracy of the measurements and computations submitted.

1.3 UNITS OF MEASUREMENT

A. Each (EA): One complete unit, which may consist of one or more parts.

B. Linear Foot (LF): As applicable, measure the work along its length from end-to-end; parallel to the base or foundation; along the top; along the front face; or along the invert. Do not measure overlaps.

C. Lump Sum (LS): Do not measure directly. The bid amount is complete payment for all work described in the contract and necessary to complete the work for that item. The quantity is

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1.4 METHOD OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. Actual Quantities (AQ):

a. Estimated quantities which are determined from actual measurements of completed work.

2. Design Quantities (DQ):

a. Quantities determined by the Contracting Officer as noted on the Schedule of

Items.

3. Lump Sum Quantities (LSQ):

a. Quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job.

It is not measured.

1.5 DEFINITION OF BID ITEMS

A. Definition of Bid Item No. B1.1

1. Description: Mobilization and bonding, one-time fee.

2. Measurements And Payment: LSQ, Lump Sum (LS)

B. Definition of Bid Item No. B2.1

1. Description: Remove and dispose of existing four-hundred thousand (400,000) gallon steel tank, including exterior assemblies such as the ladder, cage, balcony, overflow, drain, and supply lines where indicated, and interior accessories such as the overflow weir. Remove foundation as required for new tank assembly. Native material including gravel and sand may be re-purposed or spread onsite.

2. Measurements And Payment: LSQ, Lump Sum (LS)

C. Definition of Bid Item No. B3.1

1. Description: Install foundation and anchoring systems per the drawings and specifications. Line item covers the Base Item B4.1 of a bolted potable-water steel storage tank with epoxy coating, and Optional Items 2.1 or 3.1 for welded epoxy coated or bolted glass-fused, respectively. All sizing and code requirements remain the same for the type of tank proposed, and resulting foundation would remain the same.

2. Measurements And Payment: LSQ, Each (EA)

D. Definition of Bid Item No. B4.1

1. Description: Install new bolted potable-water steel storage tanks with interior epoxy coating system, per the drawings and specifications.

2. Measurements And Payment: LSQ, Each (EA)

E. Definition of Bid Item No. B5.1

1. Description: Install 6-inch HDPE drain lines per drawings and specifications, to include transition couplings and fittings, tees, bends, utility bedding, and all other incidentals.

2. Measurements And Payment: DQ, Linear Foot (LF)

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F. Definition of Bid Item No. B6.1

1. Description: Install 6-inch HDPE drain line valves and valve boxes per drawings and specifications.

2. Measurements And Payment: LSQ, Each (EA)

G. Definition of Bid Item No. B7.1

1. Description: Install 8-inch HDPE supply lines per drawings and specifications, to include transition couplings and fittings, tees, bends, utility bedding, and all other incidentals.

2. Measurements And Payment: DQ, Linear Foot (LF)

H. Definition of Bid Item No. B8.1

1. Description: Install 8-inch HDPE valves and required above-ground supports per drawings and specifications.

2. Measurements And Payment: LSQ, Each (EA)

I. Definition of Bid Item No. B9.1

1. Description: Re-install telemetry transmitter and new tank floats per drawings and specifications.

2. Measurements And Payment: LSQ, Lump Sum (LS)

J. Definition of Bid Item No. B10.1

1. Description: Pressure testing and disinfection per drawings and specifications.

2. Measurements And Payment: LSQ, Lump Sum (LS)

K. Definition of Option Item No. O1.1

1. Description: Install temporary water storage system.

2. Measurements And Payment: LSQ, Lump Sum (LS)

L. Definition of Option Item No. O2.1

1. Description: Install new welded potable-water steel storage tanks with interior epoxy coating system, per the drawings and specifications.

2. Measurements And Payment: LSQ, Each (EA)

M. Definition of Option Item No. O3.1

1. Description: Install new bolted potable-water steel storage tanks with interior glass-fused to steel (porcelain enamel) system, per the drawings and specifications.

2. Measurements And Payment: LSQ, Each (EA)

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 22 13

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SECTION 01 33 00 – SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes administrative and procedural requirements for submitting shop drawings, product data, samples, and other miscellaneous submittals.

1.2 SECTION REQUIREMENTS

A. SPECIFIED PRODUCTS

1. When a product, model number, part number, etc. is specified herein, it is implied a substitute product with the same performance specifications may be submitted as an Approved Equal, subject to final approval by the Contracting Officer.

B. DEFINITIONS

1. Submittal Descriptions (SD): Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

a. SD-01 Preconstruction Submittals: Submittals which are required prior to start of construction work, issuance of contract notice to proceed, or commencing work at the site. This includes, but not limited to:

1) List of proposed Subcontractors (SF Form 1413)

2) Construction progress schedule

3) Health and safety plan

4) Work plan

5) Quality Control (QC) plan

6) Bonding

7) SWPPP

b. SD-02 Shop Drawings: Drawings, diagrams, and schedules specifically prepared to illustrate some portion of the work. Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project. Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

c. SD-03 Product Data: Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance, and other characteristics of materials, systems or equipment for some portion of the work.

d. SD-04 Samples:

1) Fabricated or un-fabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

2) Color samples from the manufacturer’s standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

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e. SD-05 Design Data:

1) Design calculations, mix designs, analyses or other data pertaining to a part of the work.

2) Design submittals, design substantiation submittals and extensions of design submittals.

Design calculations, mix designs, analyses or other data pertaining to a part of the work.

f. SD-06 Test Reports:

1) Reports signed by authorized official of testing laboratory that a material, product, or system identical to the material, product, or system to be provided has been tested in accord with specified requirements.

2) Reports of tests required to be performed by the Contractor on an actual portion of the work prepared for the project before shipment to job site.

3) Report which includes finding of a test made at the job site or on a sample taken from the job site, on portion of work during or after installation.

g. SD-07 Certificates: Statements printed on the manufacturer’s letterhead and signed by responsible officials of manufacture of product, system, or material attesting that the product, system, or material meets specification requirements.

Must be dated after award of the project contract and clearly name the project.

h. SD-08 Manufacturer’s Instructions: Preprinted material describing installation of a product, system, or material, including special notices and MSDS concerning impedances, hazards, and safety precautions.

i. SD-09 Manufacturer’s Fields Reports:

1) Documentation of the testing and verification actions taken by manufacturer’s representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer’s standards or instructions.

2) Documentation must be signed by an authorized official of a testing agency laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

j. SD-10 Operation and Maintenance Data:

1) Data that is furnished by the manufacturer, or the system provider, to the product, system, or equipment operating and maintenance personnel, including manufacturer’s help and product line necessary to maintain the product, system, or equipment.

k. SD-11 Closeout Submittals:

1) Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

2) Special requirements necessary to properly close out a construction contract, such record drawings and as-built drawings.

C. VARIATIONS

1. Variations from contract requirements require Governmental approval pursuant to contract clause FAR 52-236-21 and will be considered where advantageous to the Government.

2. Highlight, encircle, or otherwise identify deviations from the contract documents on submittals.

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PART 2 - PRODUCTS

2.1 Government Approval (GA) Submittals

A. Written and graphic information that requires Contracting Officer’s responsible action.

2.2 For Information Only (FIO) Submittals

A. Written information that does not required Contracting Officer’s approval.

B. Submittals may be rejected for not complying with requirements.

PART 3 - EXECUTION

3.1 GENERAL

A. Review each submittal and check for compliance with the contract documents. Note corrections and field dimensions.

B. Review Notifications:

1. The Contracting Officer review will be completed and returned within 14 calendar days after date of submissions.

2. If a submittal is marked as “Disapproved” or “Does not comply”, resubmit with appropriate corrections. No work shall proceed for this item until resubmittal is approved.

C. Contracting Officer will not review submittals that do not bear the Contractor’s signature and will return them without actions.

D. Use the attached cover form 4025-R for submittals.

END OF SECTION 01 33 00

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR DATE TRANSMITIAL NO.

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

For use of this form, see ER 415-1-10; the proponent agency is CECW-CE.

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)

TO: FROM: CONTRACT NO. CHECK ONE:

D THIS IS A NEW TRANSMITTAL

0 THIS IS A RESUBMITIAL OF

TRANSMITTAL

SPECIFICATION SEC. NO. (Cover only one section with each transmitta~ PROJECT TITLE AND LOCATION TH IS TRANSMITIAL IS FOR: (Check one)

D FIO 0 GA O DA OCR O DNCR O DNGA

ITEM

CONTRACT DOCUMENT VARIATION USA CE

SUBMITTAL NO . REFERENCE CONTRACTOR Enter "Y" if ACTION

NO. DESCRIPTION OF SUBMITTAL ITEM

TYPE CODE OF

SPEC. DRAWING

REVIEW requesting CODE (See (Type size, model number/etc.)

(See Note 8) COPIES CODE a variation (Note 9) Note 3) PARA. NO. SHEET NO.

(See Note 6) a . b. c. d . e. f . g. h. i.

REMARKS I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

NAME OF CONTRACTOR SIG NATURE OF CONTRACTOR

SECTION 11- APPROVAL ACTION

ENCLOSURES RETURNED (List by item No.) NAME AND TITLE OF APPROVING AUTHORITY SIGNATURE OF APPROVING AUTHORITY DATE

ENG FORM 4025-R, MAR 2012 REPLACES EDITION OF MAR 95, WHICH IS OBSOLETE. Page 1 of 2 richardrpolanco Line richardrpolanco Line

INSTRUCTIONS

1. Section I will be initiated by the Contractor in the required number of copies .

2. Each Transmittal shall be numbered consecutively . The Transmittal Number typica lly includes two parts separated by a dash (-) . The first part is the specification section number. The second part is a sequential number for the submittals under that spec section. If the Transmittal is a resubmittal, then add a decimal point to the end of the original Transmittal Number and begin numbering the resubmittal packages sequentially after the decimal.

3. The "Item No." for each entry on this form will be the same "Item No." as indicated on ENG FORM 4288-R.

4. Submittals requiring expeditious handling will be submitted on a separate ENG Form 4025-R.

5. Items transmitted on each transmittal form will be from the same specification section. Do not combine submittal information from different specification sections in a single transmittal.

6. If the data submitted are intentionally in variance with the contract requirements, indicate a variation in column h, and enter a statement in the Remarks block describing he detailed reason for the variation.

7. ENG Form 4025-R is self-transmitting - a letter of transmittal is not required .

8. When submittal items are transmitted, indicate the "Submittal Type" (S0-01 through S0-11 ) in column c of Section I.

Submittal types are the following:

SD-01 - Preconstruction SD-02 - Shop Drawings SD-03 - Product Data SD-04 - Samples

SD-07 - Certificates SD-08 - Manufacturer's Instructions SD-09 - Manufacturer's Field Reports

SD-05 - Design Data

SD-10 - O&M Data

SD-06 - Test Reports

SD-11 - Closeout

9. For each submittal item, the Contractor will assign Submittal Action Codes in column g of Section I. The U.S. Army Corps of Engineers approving authority will assign Submittal

Action Codes in column i of Section I. The Submittal Action Codes are:

A -- Approved as submitted.

B -- Approved, except as noted on drawings. Resubmission not required.

C -- Approved, except as noted on drawings. Refer to attached comments.

Resubmission required .

D -- Will be returned by separate correspondence.

E -- Disapproved. Refer to attached comments.

F x - G

K -

R --

Receipt acknowledged.

Receipt acknowledged , does not comply with contract requirements , as noted.

Other action required (Specify)

Government concurs with intermediate design. (For 0-B contracts)

Design submittal is acceptable for release for construction. (For 0-B contracts)

10. Approval of items does not relieve the contractor from complying with all the requirements of the contract.

ENG FORM 4025-R, MAR 2012 Page 2 of 2 richardrpolanco Rectangle

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SECTION 01 42 13 – ABBREVIATIONS AND ACRONYMS

PART 1 - GENERAL

1.1 CONTRACTING

A. CO – Contracting Officer

B. COR – Contracting Officer’s Representative

C. FAR – Federal Acquisition Regulation

D. FIO – For Information Only

E. FSH – Forest Service Manual

F. GA – Government Approval

G. SF – Standard Form

1.2 AGENCIES

A. ADEQ – Arizona Department of Environmental Quality

B. ADWR – Arizona Department of Water Resources

C. COE – Corps of Engineers

D. MAG – Maricopa Association of Governments

E. OSHA – Occupational Safety and Health Administration

F. USFS – United States Forest Service

1.3 OTHER

A. MUTCD – Manual on Uniform Traffic Control Devices

B. SP – Standard Practice

C. SWPPP – Stormwater Pollution Prevention Plan

1.4 TECHNICAL AND PROFESSIONAL GROUPS

A. AASHTO – American Association of State Highway and Transportation Officials

B. ACI – American Concrete Institute

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C. ANSI – American National Standards Institute

D. APA – American Plywood Association

E. ASSE - American Society of Safety Engineers

F. ASTM – American Society for Testing and Materials

G. AWWA – American Water Works Association

H. CCRL – Cement and Concrete Reference Laboratory

I. CRSI – Concrete Reinforcing Steel Institute

J. MPI – Master Painter’s Institute

K. MSS – Manufacturers Standardization Society of the Valve and Fittings Industry

L. NIST – National Institute of Standards and Technology

M. NFPA – National Fire Protection Association

N. NSF – National Sanitation Foundation

O. SSPC – Society for Protective Coatings

P. UL – Underwriters Laboratories

1.5 UTILITIES

A. HDPE – High Density Polyethylene

B. NPS – Nominal Pipe Size

C. PVC – Polyvinyl Chloride

D. SDR – Standard Dimension Ratio

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 42 13

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SECTION 01 74 19 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

PART 1 - GENERAL

1.1 SUMMARY

A. This section covers the management and disposal of all construction-related debris as a result of ongoing project activities.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 REMOVAL OF MATERIAL

A. Construct adequate debris shields to contain debris within the construction limits. Do not permit debris to enter waterways, travel lanes open to public traffic, or areas designated not to be disturbed.

B. Raze and remove all foundations, structures, utilities, and other obstructions interfering with the work and not designated to remain.

C. Except in excavation areas, backfill and compact cavities left by structure and vegetation removal with backfill material of the finished ground.

3.2 DISPOSAL OF MATERIAL

A. Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction.

B. Dispose of hazardous material according to Federal, State, and local regulations, and furnish a copy of all disposal permits.

END OF SECTION 01 74 19

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SECTION 01 77 00 – CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes administrative and procedural requirements for contract closeout.

1.2 SECTION REQUIREMENTS

1.3 SUBSTANTIAL COMPLETION PROCEDURES

A. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

B. Submittals Prior to Substantial Completion: Before requesting Substantial Completion inspection, submit all required submittals.

C. Procedures Prior to Substantial Completion: Before requesting Substantial Completion inspection, complete the following:

1. Complete startup and testing of systems and equipment.

2. Perform preventive maintenance on equipment used prior to Substantial Completion.

3. Remove temporary facilities and controls.

4. Complete final cleaning requirements, including touchup painting.

D. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, the Contracting Officer will proceed with inspection or advise Contractor of unfulfilled requirements. The Contracting Officer will prepare the certification of Substantial Completion after inspection or will advise Contractor of items that must be completed or corrected before certificate will be issued.

1.4 FINAL COMPLETION PROCEDURES

A. Submittals Prior to Final Completion: Before requesting inspection for determining final completion, submit certified copy of Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by the Contracting Officer, indicating all items have been corrected and fixed.

B. Submit a written request for final inspection for acceptance. On receipt of request, the Contracting Officer will either proceed with inspection or notify Contractor of unfulfilled requirements.

1. Re-inspection: Request re-inspection when the work identified in previous inspections as incomplete is completed or corrected.

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PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 CLEANING

A. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion:

1. Clean Project site, yard, and grounds, in areas disturbed by construction activities. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds that are neither planted nor paved to a smooth, even-textured surface.

3.2 DEMONSTRATION AND TRAINING

A. Engage qualified instructors to instruct Government personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. Include a detailed review of the following:

1. Include instruction for basis of system design and operational requirements, review of documentation, emergency procedures, operations, adjustments, troubleshooting, maintenance, and repairs.

END OF SECTION 01 77 00

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SECTION 01 78 00 – CLOSEOUT SUBMITTALS

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes requirements for closeout submittals.

1.2 SECTION REQUIREMENTS

A. Submittals:

1. As-Built Drawings (SD-11, Closeout), GA

1.3 CLOSEOUT SUBMITTALS

A. As-Built Drawings: Provide and maintain two print copies of the drawings. Show what was changed, how it was changes, where item(s) were relocated and change related details.

1. Markup Guidelines:

a. The working as-built markup drawings must be neat, legible, and accurate as follows:

1) Use base colors of red, green and blue:

a) Special (Blue) – items requiring special information, coordination, or special detailing or detailing notes.

b) Deletions (Red) – Over-strike deleted graphic items (lines), lettering in notes and leaders.

c) Additions (Green) – Added items, lettering in notes and leaders.

b. Use frequent written explanations on markup drawings to describe changes. Do not totally rely on graphic means to convey the revision.

c. Wherever a revision is made, also make changes to related section views, details, legend, profiles, plans and elevation views, schedules, notes and call out designations, and mark accordingly to avoid conflicting data on other sheets.

2. Final Submittal:

a. Submit two prints, 17” x 22”, and complete set of as-built drawings.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 78 00

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SECTION 09 91 13 – EXTERIOR PAINTING

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes requirements for exterior painting of metal surfaces.

1.2 SECTION REQUIREMENTS

A. Submittals:

1. Paint Data, including printout of MPI’s “MPI Approved Products List” (SD-03, Product Data), FIO

2. Exterior Primer (SD-03, Product Data), FIO

3. Exterior Paint Color Samples (SD-04, Samples), GA

B. Extra Materials: Deliver to Contracting Officer 1 gal. of each color and type of finish-coat paint used on Project, in containers, properly labeled and sealed.

PART 2 - PRODUCTS

2.1 PAINT

A. MPI Standards: Provide materials that comply with MPI standards indicated and listed in its "MPI Approved Products List."

1. Primer, Alkyd, Anticorrosive: MPI #79.

2. Primer, Quick Dry, for Aluminum: MPI #95.

3. Alkyd, Exterior Flat (Gloss Level 1): MPI #8.

4. Alkyd, Exterior, Semigloss (Gloss Level 5): MPI #94.

B. Material Compatibility: Provide materials that are compatible with one another and with substrates.

1. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

C. Colors:

1. Tank: Brown (Federal Standard Color 20059) or Green. Submit for approval.

2. Ladder, cage, overflow piping, etc.: To be determined. Submit for approval.

PART 3 - EXECUTION

3.1 PREPARATION

A. Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual" applicable to substrates indicated.

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B. Mask items that cannot be removed. Reinstall items in each area after painting is complete.

C. Clean and prepare surfaces in an area before beginning painting in that area.

3.2 APPLICATION

A. Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual" applicable to substrates indicated.

B. Paint exposed new surfaces, unless otherwise indicated.

1. Do not paint prefinished items, items with an integral finish, operating parts, and labels unless otherwise indicated.

C. Apply paints according to manufacturer's written instructions.

1. Use brushes only where the use of other applicators is not practical.

D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.

E. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance.

3.3 EXTERIOR PAINT APPLICATION SCHEDULE

A. Steel:

1. Semigloss, Alkyd enamel: Two coats with 1.5 mil thickness each over 2.0 mil thick alkyd anticorrosive primer: MPI EXT 5.1A.

B. Aluminum:

1. Semiglass, Alkyd enamel: Two coats over quick-drying primer for aluminum:

MPI EXT 5.4F.

END OF SECTION 09 91 13

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SECTION 31 23 16 – EXCAVATION

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes excavation requirements for pavements, walkways, utilities, and other related activities.

1.2 SECTION REQUIREMENTS

A. Unauthorized excavation consists of excavation below subgrade elevations or beyond indicated lines and dimensions without direction by the Contracting Officer. Unauthorized excavation, as well as remedial work directed by the Contracting Officer, shall be without additional compensation.

B. It is the responsibility of the Contractor to assess the soil and ground water conditions presented by the plans, specifications, and Pre-work Conference, and to employ necessary measures to permit construction to proceed.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 INSPECTION

A. Location of the existing utilities indicated is approximate. Physically verify location and elevation of the existing utilities indicated prior to starting construction.

B. Movement of construction machinery and equipment over pipes during construction is at the Contractor’s risk. Repair, or remove and provide new pipe for existing or newly installed pipe that has been displaced or damaged.

C.…