Exhibit4_Specifications(BigLake).pdf

Apache-Sitgreaves

Specifications Package Project: Big Lake Recreation Bldg. Repairs District: Springerville Ranger District 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:

(928) 333-4301

(928) 333-5966

Civil Engineer: Richard Polanco Date: 01/25/2016

Big Lake Recreation Area Building. Repairs

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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 03 01 30.61 – RESURFACING OF CAST-IN-PLACE CONCRETE

SECTION 03 11 00 – CONCRETE FORMING AND ACCESSORIES

SECTION 03 15 16 – CONCRETE JOINTS

SECTION 03 20 00 – CONCRETE REINFORCING

SECTION 03 30 00 – CAST-IN-PLACE CONCRETE

SECTION 07 19 00 – WATER REPELLANTS

SECTION 08 11 13 – HOLLOW METAL DOORS AND FRAMES

SECTION 08 71 00 – DOOR HARDWARE

SECTION 09 91 13 – EXTERIOR PAINTING

SECTION 09 91 23 – INTERIOR PAINTING

SECTION 33 12 16 – WATER UTILITY DISTRIBUTION VALVES

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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 it te d

D at e Re tu rn ed

A ct io n

C od e (3

Re vi ew ed

B y

03 30 00 Concrete Mix Design 2.2.A SD-05 GA 2 07 19 00 Concrete Sealer Product Data 2.1.A SD-03 FIO 2 08 11 13 Exterior Door 2.1.A SD-03 GA 2 08 11 13 Exterior Door Frame 2.1.B SD-03 GA 2 08 71 00 Closers 2.2.B SD-03 GA 2 08 71 00 Dead Bolt Lock 2.2.C SD-03 GA 2 08 71 00 Pull Plate 2.2.D SD-03 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 09 91 23 Interior Paint Data 2.1.A SD-03 FIO 2 09 91 23 Interior Primer Data 2.1.A SD-03 FIO 2 09 91 23 Interior Paint Color Samples 2.1.C SD-04 GA 2 33 12 16 Stop And Waste Valve 2.2.A SD-06 GA 2

(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

(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)

(2) For:

FIO – For Information Only GA – Government Approval

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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 Recreation Bldg. Repairs, dated 01/20/2016, 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 – BUILDING R605 RAINBOW CG

3. SHEET 3 – R605 EXTERIOR REPAIRS PICTURES

4. SHEET 4 – BUILDING R605 INTERIOR

5. SHEET 5 – APACHE TROUT CG ROOF VENT REPAIRS

6. SHEET 6 – CLEANING STATION PAINTING

7. SHEET 7 – 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 MANAGEMENT & DISPOSAL

7. Section 01 77 00 CLOSEOUT PROCEDURES

C. DIVISION 03 – CONCRETE

1. Section 03 01 30.61 RESURFACING OF CAST-IN-PLACE CONCRETE

2. Section 03 11 00 CONCRETE FORMING AND ACCESSORIES

3. Section 03 15 16 CONCRETE JOINTS

4. Section 03 20 00 CONCRETE REINFORCING

5. Section 03 30 00 CAST-IN-PLACE CONCRETE

D. DIVISION 07 – THERMAL AND MOISTURE PROTECTION

1. Section 07 19 00 WATER REPELLANTS

E. DIVISION 08 – OPENINGS

1. Section 08 11 13 HOLLOW METAL DOORS AND FRAMES

2. Section 08 71 00 DOOR HARDWARE

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F. DIVISION 09 – FINISHES

1. Section 09 91 13 EXTERIOR PAINTING

2. Section 09 91 23 INTERIOR PAINTING

G. DIVISION 33 – UTILITIES

1. Section 33 12 16 WATER UTILITY DISTRIBUTION VALVES

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.

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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: interior and exterior painting, water valve replacement, roof penetration repairs, minor concrete work, and other miscellaneous building maintenance and repair items at the Big Lake Recreation Area.

1.2 LOCATION

A. The project work is located at three locations in the Big Lake Recreation Area: Rainbow Campground, Apache Trout Campground, and the fishing station at the Marina. The Big Lake Recreation Area is approximately 30 miles away from Eager, AZ, and 70 miles from Show Low, AZ.

1.3 GENERAL SITE CONDITIONS

A. Big Lake Recreation Area sits at approximately 9000 feet above sea level, with moist soil conditions and forested areas in the campgrounds, with aspen and pine trees. The area is heavily developed for recreation use for boating, RV, and tent camping opportunities.

April begins the busy recreation season, when campgrounds begin to open and boaters start to launch.

1.4 WEATHER

A. From October through March, the area typically experiences heavy snowfall and below freezing temperatures, with temperatures rarely exceeding 40 degrees during the peak of the day. Fire season historically begins in March and goes through June, until the monsoonal season begins. Monsoons may bring heavy precipitation and thunderstorms throughout the area.

1.5 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.

1.6 EXISTING UTILITIES

A. Notify the Contracting Officer of proposed locations and times for excavation.

B. Locate and prevent damage to all known and existing utilities. If damage occurs, repair utility at no cost to the Government.

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C. Notify the Contracting Officer 7 days in advance of any planned interruption of existing utilities.

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. Contractor’s use of premises is limited by the Government’s right to perform work or to retain other contractors for other projects. Coordinate work activities with other contractors, if applicable, on site to avoid conflict causing construction delays.

B. Conduct operations to ensure the least inconvenience to the public, government employees, and other contractors onsite.

1. If work is on or near occupied buildings, arrange with the Contracting Officer a means of access and space for storage of materials and equipment, prior to the start of the work.

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. Use of Government’s existing vault toilet facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to the Government. Vault toilets are located at Cutthroat and Grayling Campgrounds, and Big Lake Boat Launch. Other toilet facilities in the area are flush only, and not available for use.

F. 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.

G. Overnight camping is available at or near the project. A permit must be obtained by the Springerville Ranger District Office for camping at designated campgrounds within the Big Lake Recreation Area. Dispersed camping is available in the area. Check with the Springerville Ranger District for locations.

1.3 WORK SCHEDULING

A. Normal working hours for construction activities are from 7:00 AM to 7:00 PM, Monday through Friday.

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

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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.

1.4 UTILITIES

A. WATER

1. Water is not available at the project site.

B. ELECTRIC

1. Electricity is not available in the immediate project areas.

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 and what is not included in a bid item; the limits or cut-off points where one bid item ends and another begins; and method of measurements and basis of payment for work items listed in the Schedule of Items.

B. Work: Furnishing 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. Submit all field notes, calculation sheets, and other data used to determine quantities.

5. 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.

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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 designated as “All.” Estimated quantities of lump sum work shown in the contract are approximate.

D. Square Foot (SF): Measure on a plane parallel to the surface being measured.

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 B1.1

1. Description: Bldg. R605 exterior preparation, priming, and painting, to include wood trim, soffits, girders, CMU walls, and vents.

2. Measurements And Payment: AQ, Square Foot (SF)

B. Definition of Bid Item B2.1

1. Description: Bldg. R605 interior preparation, priming, and painting, to include wood trim, CMU walls, and drywall.

2. Measurements And Payment: AQ, Square Foot (SF)

C. Definition of Bid Item B3.1

1. Description: Bldg. R605, remove and dispose of drip edge and gutters, and replace with J-wrap material.

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

D. Definition of Bid Item B4.1

1. Description: Bldg. R605, remove inactive exterior cleaning station on east side, and patch and paint as required.

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

E. Definition of Bid Item B5.1

1. Description: Replace 2-inch leaking water valve on the sidewalk in front of Bldg.

R605 with 2-inch stop and waste valve, including sidewalk cutting and replacement.

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

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F. Definition of Bid Item B6.1

1. Description: Bldg. R605, grind and seal interior concrete floors on men’s and women’s sides.

2. Measurement and Payment: AQ, Square Foot (SF)

G. Definition of Bid Item B7.1

1. Description: Bldg. R605, replace exterior lights and scussions, replace interior floor drains, and replace cracked exterior privacy window.

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

H. Definition of Bid Item B8.1

1. Description: Bldg. R605, replace door hardware on exterior metal doors on both men’s and women’s sides.

2. Measurement And Payment: AQ, Each (EA)

I. Definition of Bid Item B9.1

1. Description: Bldg. R605, replace exterior wood chase door with new metal door, frame, and door hardware.

2. Measurement And Payment: AQ, Each (EA)

J. Definition of Bid Item B10.1

1. Description: Straighten roof vents, re-seal penetrations at the five (5) flush toilet facilities in Apache Trout Campground.

2. Measurement and Payment: LSQ, Lump Sum (LS)

K. Definition of Bid Item B11.1

1. Description: CMU wall preparation, priming, and painting of the Fish Cleaning

Station located at the Marina.

2. Measurement And Payment: AQ, Square Foot (SF)

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.

3) 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. BHMA – Builders Hardware Manufacturers Association

I. CCRL – Cement and Concrete Reference Laboratory

J. CRSI – Concrete Reinforcing Steel Institute

K. DHI – Door and Hardware Institute

L. MPI – Master Painter’s Institute

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

N. NIST – National Institute of Standards and Technology

O. NFPA – National Fire Protection Association

P. NSF – National Sanitation Foundation

Q. SDI – Steel Door Institute

R. 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. 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 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.

2. Sweep paved areas broom clean. Remove spills, stains, and other foreign deposits.

3. Clean transparent materials, including mirrors. Remove excess glazing compounds.

4. Clean exposed finishes to a dust-free condition, free of stains, films, and foreign substances. Sweep concrete floors broom clean.

END OF SECTION 01 77 00

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SECTION 03 01 30.61 – RESURFACING OF CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. This section covers the resurfacing of cast-in-place concrete, and sealing requirements.

1.2 SECTION REQUIREMENTS

A. Reference Sections:

1. 07 19 00 – WATER REPELLANTS

B. Traffic Control:

1. Do not permit people or vehicular traffic on the concrete in the work area during the curing period.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 GENERAL

A. Complete surface preparation per the manufacturer’s instructions.

B. Remove all dirt, grease, oils, paint, previously applied coatings, and all other foreign debris by sandblasting, chemical removal, scarifying, or high pressure power washing.

C. Blow out all corners and footings. Fill all cracks and voids.

D. Sand or dull glossy areas with a surface conditioner.

E. Provide a sand-paper like final surface preparation finish.

F. Apply clear concrete sealer per the manufacturer’s instructions.

1. Apply sealer compound to surfaces at a uniform rate in continuous operation for full coverage, in accordance with the manufacturer’s instructions.

2. After initial application is dry and tack free, apply a second coat. Do not over apply or apply in a single heavy coat.

3. For concrete floors subject to wetting, thoroughly mix slip-resistant additive in sealer according to the manufacturer’s instructions, stirring occasionally to maintain uniform distribution of additive.

END OF SECTION 03 01 30.61

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SECTION 03 11 00 – CONCRETE FORMING AND ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY

A. This section covers requirements for concrete forming and accessories, for replacing and new concrete applications.

PART 2 - PRODUCTS

2.1 MATERIALS FOR FORMS

A. General

1. Use wood, metal, or other suitable material for forms.

B. Wood Forms.

1. Provide lumber that is square edges or tongue-and-groove boards, free of raised grain, knotholes, or other surface defects.

2. Provide plywood that complies with NIST PS 1, B-B concrete form panels or better or

APA A135.4, hardboard for smooth form lining.

C. Plastic Forms.

1. Provide plastic forms that contain a minimum of 50 percent post-consumer recycled content, or a minimum of 50 percent post-industrial recycled content.

D. Steel Forms.

1. Provide steel form surfaces that to not contain irregularities, dents, or sags.

E. Waterstops.

1. Polyvinylchloride waterstops must conform to COE CRD-C 572.

2. Rubber waterstops must conform to COE CRD-C 513.

3. Thermoplastic elastomeric rubber waterstops must conform to ASTM D471.

4. Hydrophilic Waterstop.

a. Swellable strip type compound of polymer modified chloroprene rubber that swells upon contact with water must conform to ASTM D412 as follows:

1) Tensile strength 420 psi minimum

2) Ultimate elongation 600 percent

3) Hardness must be 50 minimum on the type A durometer

4) Volumetric expansion ratio in distilled water at 70 degrees F must be 3 to 1 minimum

F. Perimeter Insulation.

1. Perimeter insulation must be polystyrene conforming to ASTM C578, Type II;

polyurethane conforming to ASTM C591, Type II; or cellular glass conforming to ASTM C552, Type I or IV.

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PART 3 - EXECUTION

3.1 FORMS

A. Design and construct forms that are free of bulge and warp and allow for removal without injuring the concrete. When concrete contains a retarding admixture, fly ash, or other pozzolan replacement for cement, design the forms for a lateral pressure equal to that exerted by a fluid weighing 150 pounds per cubic foot.

B. Set forms mortar-tight and true to line and grade.

C. Provide formwork with clean-out openings to permit inspection and removal of debris.

D. Before concrete placement, coat the contact surfaces of forms with a form release agent.

E. Use forms that extend the full depth of the concrete.

F. Construct formwork to ensure that after removal of forms and prior to patching and finishing of formed surfaces; provide concrete surfaces in accordance with tolerances specified in ACI 301 Section 5 and ACI 117.

G. Reuse forms providing the structural integrity of concrete and the aesthetics of exposed concrete are not compromised. Wood forms must not be clogged with paste and must be capable of absorbing high water-cementitious material ratio paste.

H. Provide form ties in accordance with ACI 301 Section 2.

I. Forms For Standard Rough Form Finish

1. Provide formwork in accordance with ACI 301 Section 5 with a surface finish, SF-1.0, for formed surfaces that are to be concealed by other construction.

J. Forms For Standard Smooth Form Finish

1. Provide formwork in accordance with ACI 301 Section 5 with a surface finish, SF-3.0, for formed surfaces that are exposed to view.

K. After placing concrete, removal of forms must be in accordance with ACI 301 Section 2.

END OF SECTION 03 11 00

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SECTION 03 15 16 – CONCRETE JOINTS

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes requirements for control, isolation, and construction joints in concrete, both for replacing and new concrete activities.

1.2 SECTION REQUIREMENTS

A. Reference Sections:

1. 07 19 00 – WATER REPELLANTS

2. 07 91 23 – BACKER RODS

PART 2 - PRODUCTS

2.1 MATERIALS

A. Bond Breaker: Non-staining type which provides positive bond prevention.

1. White opaque polyethylene film under ASTM C 171 except the minimum thickness must be 6 mils.

2. White curing paper under ASTM C 171.

3. Geosynthetic bond breaker.

4. Other approved material per manufacturer’s intended use (submit for approval).

PART 3 - EXECUTION

3.1 GENERAL

A. Do not vary longitudinal joints more than ½ inch and transverse joints more than ¼ inch from the true alignment.

B. Where a concrete pavement, sidewalk, ramps, and walkways are constructed contiguous to the curb, construct the joints in the curb directly in line with the existing joints.

C. Protect all joints from the intrusion of deleterious matter until sealed.

D. Use the dry-cut saw method for jointing. Install joints as soon as sawing equipment can be supported, and before uncontrolled cracking occurs. Do not ravel the joints while sawing.

E. Remove and place newly placed concrete where uncontrolled cracking occurs.

1. Do not saw a joint if a crack occurs at or near the joint location before sawing.

2. Discontinue sawing when a crack develops ahead of the saw.

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F. Seal joints which are to receive finish flooring material.

1. Seal with joint sealing compound after concrete curing period.

2. Slightly underfill groove with joint sealing compound to prevent extrusion of compound.

3. Remove excess material as soon after sealing as possible.

G. Where joint sealant is used, apply per the manufacturer’s instructions.

H. Where joints indicated are in direct contact with existing structures, remove foreign and loose materials from the base.

3.2 CONTROL (CONTRACTION) JOINTS

A. Install control joints as shown and detailed in the drawings.

3.3 COLD JOINTS

A. Where indicated on the drawings, install base bond breaker. Install bond breaker per the manufacturer’s instructions.

B. Provide joints at points of contact between slabs on…