am_1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53 243

The Solicitation for Airmen Training Complex (ATC), Dormitory #3, Lackland Air Force Base, Texas, is amended as follows:

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date is 14 January 2011, 2:00 p.m., CST, as previously announced.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W9126G-11-R-0001

X 9B. DATED (SEE ITEM 11)

6-Dec-2010

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

9-Dec-2010

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9126G-11-R-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO CLIN SCHEDULE

1. Project Table of Contents: Replace the Project Table of Contents, pages 00 00 01.01-1 through 00 00 01.01-5, with the accompanying new Project Table of Contents bearing the notation "ACCOMPANYING AMENDMENT

NO. 0001 TO SOLICITATION NO. W9126G-11-R-0001."

2. 00 11 00 CLIN Schedule: Replace the CLIN Schedule, pages 3 of 71 through 7 of 71, with the accompanying new CLIN Schedule bearing the notation "ACCOMPANYING AMENDMENT NO. 0001 TO SOLICITATION

NO. W9126G-11-R-0001."

CHANGES TO DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

3. Section 00 72 00 Contract Clauses: Add the following clause to this Section:

“52.216-2 Economic Price Adjustment—Standard Supplies (Jan 1997)

(a) The Contractor warrants that the unit price stated in the Schedule for Bid Item 0009 is not in excess of the Contractor’s applicable established price in effect on the contract date for like quantities of the same item. The term “unit price” excludes any part of the price directly resulting from requirements for preservation, packaging, or packing beyond standard commercial practice. The term “established price” means a price that—

(1) Is an established catalog or market price for a commercial item sold in substantial quantities to the general public; and

(2) Is the net price after applying any standard trade discounts offered by the Contractor.

(b) The Contractor shall promptly notify the Contracting Officer of the amount and effective date of each decrease in any applicable established price. Each corresponding contract unit price shall be decreased by the same percentage that the established price is decreased. The decrease shall apply to those items delivered on and after the effective date of the decrease in the Contractor’s established price, and this contract shall be modified accordingly.

(c) If the Contractor’s applicable established price is increased after the contract date, the corresponding contract unit price shall be increased, upon the Contractor’s written request to the Contracting Officer, by the same percentage that the established price is increased, and the contract shall be modified accordingly, subject to the following limitations:

(1) The aggregate of the increases in any contract unit price under this clause shall not exceed 10 percent of the original contract unit price.

(2) The increased contract unit price shall be effective—

(i) On the effective date of the increase in the applicable established price if the Contracting Officer receives the Contractor’s written request within 10 days thereafter; or

(ii) If the written request is received later, on the date the Contracting Officer receives the request.

(3) The increased contract unit price shall not apply to quantities scheduled under the contract for delivery before the effective date of the increased contract unit price, unless failure to deliver before that date results from causes beyond the control and without the fault or negligence of the Contractor, within the meaning of the Default clause.

(4) No modification increasing a contract unit price shall be executed under this paragraph (c) until the Contracting Officer verifies the increase in the applicable established price.

(5) Within 30 days after receipt of the Contractor’s written request, the Contracting Officer may cancel, without liability to either party, any undelivered portion of the contract items affected by the requested increase.

(d) During the time allowed for the cancellation provided for in paragraph (c)(5) of this clause, and thereafter if there is no cancellation, the Contractor shall continue deliveries according to the contract delivery schedule, and the Government shall pay for such deliveries at the contract unit price, increased to the extent provided by paragraph (c) of this clause.”

CHANGES TO THE SPECIFICATIONS AND DRAWINGS

4. Section 01 50 02.17 TEMPORARY CONSTRUCTION FACILITIES FOR LACKLAND AFB: Replace this Section with the accompanying new Section 01 50 02.17 bearing the notation "ACCOMPANYING

AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-11-R-0001."

5. Circuit No. 7 Relocation Drawings and Specifications:

a. Appendix B, Circuit 7 Design Documents (Option 4), is deleted. These 35% Submittal drawings (AppB_circuit7.pdf) are replaced by the accompanying new Drawings, Volume III CIRCUIT #7 RELOCATION, file g11r0001_v3_drwgs.pdf, bearing the notation “AMENDMENT NO. 0001” on the drawing cover sheet.

b. The Volume III Specifications, bearing the notation “AMENDMENT NO. 0001” on the Volume III cover sheet (file “vol3_specs.pdf”) are added to the end of the specifications.

c. Submittal Register RMS/QCS File: The submittal register file (navy4288.txt) for Volume III is included in the amendment files in subfolder “subreg-vol3.”

End of Summary of Changes

Lackland ATC Dorm #3 LKATCD3

ACCOMPANYING AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-11-R-0001

00 00 01

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 00.01 SOLICITATION, OFFER AND AWARD, SF-1442

00 11 00.02 (AM#1) BID CLIN (/AM#1) SCHEDULE

BID SCHEDULE

00 21 00 INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

00 21 30 SITE VISIT

00 22 11 PROPOSAL SUBMISSION Requirements

LPTA PROPOSAL PREPARATIONINSTRUCTIONS, CONDITIONS, NOTICE TO

OFFERORS AND BASIS OF AWARD

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

00 73 46 WAGE DETERMINATION SCHEDULE

VOLUME I AND VOLUME II

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 44 CONSTRUCTION SCHEDULE

01 10 00 STATEMENT OF WORK

01 31 00.00 44 PROJECT MEETINGS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 LEED(TM) DOCUMENTATION

01 33 40 COLOR/FINISH SAMPLE BOARDS

01 35 17.00 44 SPECIAL PROJECT PROCEDURES FOR LACKLAND AIR FORCE BASE

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.10 QUALITY CONTROL SYSTEM (QCS)

01 45 01 USACE QUALITY CONTROL

01 50 02.17 TEMPORARY CONSTRUCTION FACILITIES FOR LACKLAND AFB

01 56 00 DUST CONTROL

01 57 20.17 44 ENVIRONMENTAL PROTECTION FOR LACKLAND AFB

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 57 24.00 44 STORM WATER POLLUTION PREVENTION PLAN

01 57 25.00 44 SWPP PLAN INSPECTION AND MAINTENANCE REPORT FORM

01 62 35.00 44 RECYCLED / RECOVERED MATERIALS

01 71 23.00 44 SURVEY, LAYOUT, AND OTHER DATA

01 78 02.00 44 CLOSEOUT SUBMITTALS

01 78 23.00 44 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND

MERCURY

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CONCRETE FORMWORK

03 15 13.00 10 EXPANSION JOINTS, CONTRACTION JOINTS, AND WATERSTOPS

03 20 01.00 10 CONCRETE REINFORCEMENT

03 23 00 STEEL STRESSING TENDONS AND ACCESSORIES FOR PRESTRESSED CONCRETE

03 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE

03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE CONSTRUCTION

03 45 00 PRECAST ARCHITECTURAL CONCRETE

DOCUMENT 00 00 01.01 Page 1

DIVISION 04 - MASONRY

04 20 00 MASONRY

04 21 26 PREFACED CONCRETE MASONRY UNITS

DIVISION 05 - METALS

05 05 23.13 10 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 42 50 PRE-ENGINEERED COLD-FORMED STEEL TRUSSES

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 40 20 INTERIOR ARCHITECTURAL WOODWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 10 WATERPROOF FLOORING MEMBRANE

07 21 16 MINERAL FIBER BLANKET INSULATION

07 21 19 FOAMED IN PLACE INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 00 COLD LIQUID APPLIED MOISTURE BARRIER

07 42 63 FABRICATED METAL WALL PANEL ASSEMBLIES (FMWP)

07 53 24 MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 22 20 FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 62 00 SKYLIGHTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 24 23 STUCCO

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 00 FLUID-APPLIED FLOORING

09 68 00 CARPET

09 90 00 PAINTS AND COATINGS

09 96 59 HIGH-BUILD EPOXY COATINGS

09 97 13.00 40 STEEL COATINGS

DOCUMENT 00 00 01.01 Page 2

DIVISION 10 - SPECIALTIES

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 52 00 SOLID PLASTIC LOCKERS AND LOCKER BENCHES

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 14 - CONVEYING EQUIPMENT

14 24 00 HYDRAULIC ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 12 00 STANDPIPE SYSTEMS

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 17.00 10 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 14 29 SUMP PUMPS

22 31 00 WATER SOFTENERS, CATION-EXCHANGE (SODIUM CYCLE)

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER LOCAL BUILDING SYSTEMS

23 11 25 FACILITY GAS PIPING

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS

23 82 19 FAN COIL UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS)

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 00.00 20 KYLE OIL INSULATED VACUUM FAULT INTERRUPER (VFI) PAD-MOUNTED

SWITCHGEAR CAT #P00-610L34-S12S OR APPROVED EQUAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH AUXILIARIES

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

DOCUMENT 00 00 01.01 Page 3

26 41 01.00 10 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 21 00.00 20 INTERCOMMUNICATION SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 01.00 10 ELECTRONIC SECURITY SYSTEM

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 63 26 DRILLED CAISSONS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSE

32 11 29 LIME-STABILIZED SUBGRADE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 31 13 CHAIN LINK FENCES AND GATES

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 51 15 NATURAL-GAS / LIQUID PETROLEUM GAS DISTRIBUTION

33 61 00 PREFABRICATED UNDERGROUND HEATING/COOLING DISTRIBUTION SYSTEM

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

(AM#1) VOLUME III

(CIRCUIT NO. 7 RELOCATION)

DIVISION 01 - GENERAL REQUIREMENTS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 CMISCELLANEOUS AST-IN-PLACE CONCRETE

03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE CONSTRUCTION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

DOCUMENT 00 00 01.01 Page 4

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 13 00.00 20 COOPER KYLE OIL INSULATED VACUUM FAULT INTERRUPER (VFI)

PAD-MOUNTED SWITCHGEAR CATALOG NO. #KPSO-VF5-32 OR APPROVED EQUAL

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 33 - UTILITIES

33 05 23.19 TRENCHLESS EXCAVATION USING MICROTUNNELING

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02.00 20 UNDERGROUND ELECTRICAL DISTRIBUTION

(/AM#1)

APPENDIX A COMPREHENSIVE INTERIOR DESIGN (CID) PACKAGE (AM#1) (OPTION #4)

(OPTION #1)

APPENDIX B CIRCUIT #7 35% DESIGN DOCUMENTS (OPTION #4) (/AM#1)

-- End of Project Table of Contents --

DOCUMENT 00 00 01.01 Page 5

Bid Schedule Page 3

Section 00 11 00 - Standard Form (SF) 1442 and CLIN Schedule

BID SCHEDULE

BID SCHEDULE

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount___

BASE OFFER: All work required by the Request for Proposal (RFP ) documents for the construction of the ATC Dormitory #3, Lackland AFB, Texas, excluding Option Item(s).

0001 All work complete for construction 1 LS *** $____________ of ATC Dormitory #3

0002 Concrete Piers *** *** *** ***

0002 AA Pier Type I 1090 VLF $_________ $____________

0002 AB Pier Type II 2185 VLF $_________ $____________

0002 AC Pier Type III 1210 VLF $_________ $____________

0002 AD Pier Type IV 1620 VLF $_________ $____________

0002 AE Pier Type V 570 VLF $_________ $____________

0002 AF Pier Type VI 1110 VLF $_________ $____________

0002 AG Pier Type VII 505 VLF $_________ $____________

0003 Operation and Maintenance Manuals 1 LS *** $ 75,000

0004 Final Record Drawings 1 LS *** $ 75,000__

TOTAL BASE PROPOSAL $_________________

0005 OPTION NO. 1: All work required by the RFP documents to construct new chemical building and demolish existing chemical building 9062 OPTION NO. 2 $___________________

0006 OPTION NO. 2: All work required by the RFP documents to construct temporary construction access road to new chemical (AM#1) building (/AM#1) OPTION NO. 3 $___________________

Bid Schedule Page 4

BID SCHEDULE (cont)

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount___

0007 OPTION NO. 3: All work required *** *** *** *** by the RFP documents to construct the three phases of new underground Circuit #7 duct bank:

0008 AA Phase 4A $________________

0008 AB Phase 4B $________________

0008 AC Phase 4C $________________ (Am#1) 0009 OPTION NO. 4: All work required by the RFP documents to provide Furniture as described in the CID package. See Contract Clause 52.216-2 Economic Price Adjustment -- Standard Supplies. $________________ (/Am#1)

TOTAL BASE PROPOSAL PLUS ALL OPTIONS $________________

Bid Schedule Page 5

NOTES:

1. ARITHMETIC DISCREPANCIES (EFARS 14.407-2)

(a) For the purpose of initial evaluation of bids, the following will be utilized in resolving arithmetic discrepancies found on the face of the bidding schedule as submitted by bidders:

(1) Obviously misplaced decimal points will be corrected;

(2) In case of discrepancy between unit price and extended price, the unit price will govern;

(3) Apparent errors in extension of unit prices will be corrected; and

(4) Apparent errors in addition of lump-sum and extended prices will be corrected.

(b) For the purpose of bid evaluation, the Government will proceed on the assumption that the bidder intends his bid to be evaluated on the basis of the unit prices, the totals arrived at by resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.

(c) These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

2. If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

3. Bidders must bid on all items.

4. Costs attributable to Division 01 - General Requirements is assumed to be prorated among bid items listed.

5. Responders are advised that this project may be delayed, cancelled or revised at any time during the solicitation, selection, evaluation, negotiation and/or final award process based on decisions related to DOD changes in force structure and disposition of the Armed Forces.

6. 52.217-5 EVALUATION OF OPTIONS (JUL 1990)

(a) Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

(b) The Government may reject an offer as nonresponsive if it is materially unbalanced as to prices for the basic requirement and the option quantities. An offer is unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated for other work.

Bid Schedule Page 6

NOTES: (cont)

7. EXERCISE OF OPTIONS (SWDR 715-1-1 (16 January 1996))

The Government reserves the right to exercise the option(s) by written notice to the Contractor either singularly or in any combination for up to 120 calendar days after award of the Base Bid without an increase in the Offeror's Bid Price.

Completion of added items shall continue at the same schedule as the Base Bid unless otherwise noted in Section 01 00 00.00 44 CONSTRUCTION SCHEDULE, paragraph 1 entitled SCHEDULE.

8. ABBREVIATIONS

For the purpose of this solicitation, the units of measure are represented as follows:

a. LS (lump sum)

b. VLF (vertical linear feet)

END OF BID SCHEDULE

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Funded Amt:

Place Holder for CLIN Schedule NAICS CD: 236220

Place Holder for CLIN Schedule , FSC CD: C116

SECTION 01 50 02.17

TEMPORARY CONSTRUCTION FACILITIES FOR LACKLAND AFB

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

1.1.1 Site Plan

The Contractor shall prepare a site plan indicating the proposed location of any area to be used by the Contractor for field office, material storage containers and material lay down. Also indicate the layout of trailers and storage containers, avenues of ingress/egress to the office area and details of the skirting, decks, steps, handrails, ramps and utility connections required. Any areas which may have to be graveled to prevent the tracking of mud shall also be identified. The Contractor shall also indicate if the use of a supplemental or other staging area is desired within the free zone.

1.1.2 Identification of Employees

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting Officer. Prescribed identification shall be contractor produced and at a minimum include the contractor's logo and the employee's photograph. Upon completion of the employee's work or at termination the contractor will immediately deliver the identification to the Contracting Officer for cancellation. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works and the employee's name.

1.1.3 Employee Parking

Contractor employees shall park privately owned vehicles in the area noted on the contract drawings. This area will be within the construction FREE ZONE and be located so as not to interfere with any subsequent projects enclosed by the FREE ZONE. No Contractor employee parking shall be outside of the construction FREE ZONE on Lackland Air Force Base.

1.1.4 Job Site Tools and Equipment

All hand tools and equipment shall be maintained in good working condition and properly stored when not in use.

1.2 SIGNAGE

1.2.1 Bulletin Board

Immediately upon beginning of work, provide a weatherproof glass-covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer. Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

1.2.2 Project and Safety Signs

Construct sign with a face sheet of 4- by 8-foot exterior grade plywood, 1/2-inch thick, mounted on a substantial frame of treated lumber. Provide one coat of lead-free alkyd primer paint and two coats of an exterior type white enamel to

SECTION 01 50 02.17 Page 1 frame and sign. Erect signs within 15 days after receipt of the notice to proceed.

Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals. See project sign details at the end of this section.

1.3 SANITATION

The Contractor shall provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer. Government toilet facilities will not be available to Contractor's personnel.

1.4 Not Used

1.5 PROTECTION AND MAINTENANCE OF TRAFFIC

During construction the Contractor shall provide access and temporary relocated roads as necessary to maintain traffic. The Contractor shall maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment and the work, and the erection and maintenance of adequate warning, danger, and direction signs, shall be as required by the State and local authorities having jurisdiction. The traveling public shall be protected from damage to person and property. The Contractor's traffic on roads selected for hauling material to and from the site shall interfere as little as possible with public traffic. The Contractor shall investigate the adequacy of existing roads and the allowable load limit on these roads. The Contractor shall be responsible for the repair of any damage to roads caused by construction operations.

1.5.1 Haul Roads

The Contractor shall, at its own expense, construct access and haul roads necessary for proper prosecution of the work under this contract. Haul roads shall be constructed with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic shall be avoided. The Contractor shall provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, shall be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and hauling roads shall be subject to approval by the Contracting Officer. Lighting shall be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations. Upon completion of the work, haul roads designated by the Contracting Officer shall be removed.

1.5.2 Barricades

The Contractor shall erect and maintain temporary barricades to limit public access to hazardous areas as required by OSHA and TXDOT. Such barricades shall be required whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic. The minimum required number of barricades shall be securely placed in a neat and orderly fashion, clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night. Barricades shall be maintained in an orderly fashion during the duration of their placement. Utilize temporary barricades for a temporary period of time (2 weeks).

1.6 CONTRACTOR'S TEMPORARY FACILITIES

1.6.1 Administrative Field Offices

The Contractor shall provide and maintain administrative field office facilities within the construction area at the designated site. Government office and warehouse facilities will not be available to the Contractor's personnel. (AM#1) The Contractor shall provide the Government Resident Engineer with an office, SECTION 01 50 02.17 Page 2 approximately 2000 square feet in floor area, located on the project site where indicated on the Civil drawings and providing space heat, air conditioning, electric light and power, and separate toilet facilities for men and women consisting of one lavatory and one water closet complete with connections to water and sewer mains. A mail slot in the door or a lockable mail box mounted on the surface of the door shall be provided. At completion of the project, the office shall remain the property of the Contractor and shall be removed from the site. Utilities shall be connected and disconnected in accordance with local codes and to the satisfaction of the Contracting Officer. The office shall be securely anchored to the ground per manufactures recommendations to guard against movement during high winds.

The Government project office shall have 6 office work areas, common area, and conference room. A battery-operated smoke detector alarm shall be installed for each room. Conference room shall be large enough for the conference table and 30 chairs and the equipment specified below. The conference room shall have an interior door to the common area. The exterior doors will be provided with dead bolt type locksets.

The windows shall be operable and be securely fastened from the inside. Windows shall be provided with operable mini-blinds. Glass panels in windows shall be protected by bars or heavy mesh screens to prevent easy access to the building through these panels. Main entrance door should have a covered entrance (minimum 6 feet by 6 feet). Equip as follows:

1.6.3.1 Conference Room/Common Area

- Conference table with minimum 30 chairs 20 of the chairs can be the folding type.

- Lockable supply locker for office supplies

- Bookcase (minimum 60 inches tall, 32 inches wide and 15 inches deep)

- Microwave (1 cu. foot) and microwave stand

- Refrigerator (18 cu. ft.)

- coffee maker (12 cup)

- 2 each marker boards (3 feet by 6 feet)

- Plan table (4 ft X 12 ft work area minimum plywood construction) plan racks with a minimum of 20 plan bars for full size plans

- Two five drawer lockable filing cabinets

- Provide floor to ceiling heavy duty shelving on one wall of the common area.

Shelves shall be minimum 1" thick x 12" tall, 12" deep x 12' long designed to support construction samples including masonry samples. Provide approximately 24 sq ft of peg board mounted where directed for additional sample storage.

- Two-line telephone with speaker phone, voicemail, and conference call ability one phone unit at the main entry door desk and a conference phone in the conference room.

- Internet access via a full T-1 for Government use only. Provide a LAN with switching and local server with 300GB of shared storage and connect all Government computers (provided by the Government) and Contractor provide peripherals.

- Combination copier, printer, and scanner connected to office computers (unit shall have features similar to those of HP PSC 1610 or 2355 3-in-1 printer package or Epson Stylus All-In-One CX4600 Printer Package. Furnish cables and continuous supply of ink and paper)

- Bottled water cooler dispenser & hot water dispenser. Provide bottled water and paper cups for duration of contract

1.6.3.2 The Six Work Areas

- Desk with three drawers and middle drawer (48 inch by 30 inch work area - minimum)

- Height adjustable swivel chair equal to Knoll Inc. model: 33AA1BKTSX

- One visitor chair equal to Herman Miller model: AE500P

- 30"X 60" credenza table

- 3-drawer lockable file cabinet

- Small bookcase (approximately 40" tall, 30" wide and 12" deep)

- Bulletin board or marker board (approximately 3 feet by 2.5 feet)

1.6.4.1 Utilities and Telephone Service and Internet Access

Exterior utilities shall be permanently installed to the modular unit and connected

SECTION 01 50 02.17 Page 3 with existing utilities. Exposed utilities shall be insulated to prevent freezing. Utilities shall be connected and disconnected in accordance with local codes and to the satisfaction of the Contracting Officer. Contractor shall be responsible for the cost of all utility usage to include telephone and internet (T-1). The Contractor shall provide the telephone equipment and service to the Government Field Office.

1.6.5.1 Vehicular Access and Parking

The Contractor shall provide improved access road and parking area for twenty vehicles adjacent to the Government Field Office. Provide signs designating Government parking area.

1.6.6.1 Janitorial Services, Maintenance And Repair

Provide daily janitorial services, trash collection, and building maintenance during the life of the contract. The Contractor shall be responsible for maintenance and repair of the office during the life of the contract. Provide toilet paper, paper towels and all necessary cleaning supplies.

(/AM#1)1.6.2 Storage Area

The Contractor shall construct and maintain a 6-foot high chain link fence around project site perimeter, trailers and stored materials. The fence shall include woven privacy fabric, 90%-density, bound edging with brass 1"-grommets fastening locations; factory cut wind-holes; color: dark brown, so that visibility through the fence is obstructed. Fence fabric shall be installed on the "public" side of the site's construction fence and maintained in a neat and tight fashion onto the fence. Fence fabric damaged during the construction phase shall be replaced at the direction of the Contracting Officer. Fence fabric material color shall be submitted to the Contracting Officer for approval. Fence posts shall be set in concrete bases. Trailers, materials, or equipment shall not be placed or stored outside the FREE ZONE fenced area. Mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment, shall be parked within the FREE ZONE or project area at all times.

1.6.3 Supplemental Storage Area

No area outside of the FREE ZONE will be used for Supplemental storage within the Lackland AFB boundaries. Any off base storage required by the contractor will be at the contractor's sole discretion and expense.

1.6.4 Appearance of Trailers

Trailers utilized by the Contractor for administrative or material storage purposes shall present a clean and neat exterior appearance and shall be in a state of good repair. Trailers which, in the opinion of the Contracting Officer, require exterior painting or maintenance will not be allowed on the military property. All jobsite trailers must meet the Lackland AFB architectural compatibility color scheme. Consult section 09 90 00 PAINTS AND COATINGS for the approved color scheme. Job site dumpsters and hoppers are excluded from the architectural compatibility requirement.

1.6.5 Maintenance of Storage and Contractor Controlled Areas

Fencing shall be kept in a state of good repair and proper alignment. Should the Contractor elect to traverse, with construction equipment or other vehicles, grassed or unpaved areas which are not established roadways, such areas shall be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways; gravel gradation shall be at the Contractor's discretion. Grass located within the boundaries of the construction site shall be mowed for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers shall be edged or trimmed neatly.

SECTION 01 50 02.17 Page 4

1.6.6 Not Used

1.6.7 Security Provisions

Provide adequate outside security lighting at the Contractor's temporary facilities. The Contractor shall be responsible for the security of its own equipment; in addition, the Contractor shall notify the appropriate law enforcement agency requesting periodic security checks of the temporary project field office.

(AM#1) 1.7 Government Administrative Field Offices

The Contractor shall enlarge the existing Government modular unit office facility space by approximately 4,000 square feet. The Contractor shall provide modular unit(s) to connect to existing Government field office modular buildings at the location designated by the Contracting Officer. The Contractor shall provide all requirements for the Government field office, complete and ready for use, within the contract duration specified in the Construction Schedule Section 01 00 00.00 44.

Provide space heat, air conditioning, electric light and power, and separate toilet facilities for men and women consisting of one lavatory and one water closet complete with connections to water and sewer mains. A mail slot in the door or a lockable mail box mounted on the surface of the door shall be provided. At completion of the project, the office shall remain the property of the Contractor and shall be removed from the site. Utilities shall be connected and disconnected in accordance with local codes and to the satisfaction of the Contracting Officer. The office shall be securely anchored to the ground per manufactures recommendations to guard against movement during high winds.

The Government project office shall have 6 office work areas, common area, and conference room. A battery-operated smoke detector alarm shall be installed for each room. Conference room shall be large enough for the conference table and 30 chairs and the equipment specified below. The conference room shall have an interior door to the common area. The exterior doors will be provided with dead bolt type locksets.

The windows shall be operable and be securely fastened from the inside. Windows shall be provided with operable mini-blinds. Glass panels in windows shall be protected by bars or heavy mesh screens to prevent easy access to the building through these panels. Main entrance door should have a covered entrance (minimum 6 feet by 6 feet). Equip as follows:

1.7.1 Conference Room/Common Area

- Conference table with minimum 30 chairs 20 of the chairs can be the folding type.

- Lockable supply locker for office supplies

- Bookcase (minimum 60 inches tall, 32 inches wide and 15 inches deep)

- Microwave (1 cu. foot) and microwave stand

- Refrigerator (18 cu. ft.)

- coffee maker (12 cup)

- 2 each marker boards (3 feet by 6 feet)

- Plan table (4 ft X 12 ft work area minimum plywood construction) plan racks with a minimum of 20 plan bars for full size plans

- Two five drawer lockable filing cabinets

- Provide floor to ceiling heavy duty shelving on one wall of the common area.

Shelves shall be minimum 1" thick x 12" tall, 12" deep x 12' long designed to support construction samples including masonry samples. Provide approximately 24 sq ft of peg board mounted where directed for additional sample storage.

- Two-line telephone with speaker phone, voicemail, and conference call ability one phone unit at the main entry door desk and a conference phone in the conference room.

- Internet access via a full T-1 for Government use only. Provide a LAN with switching and local server with 300GB of shared storage and connect all Government computers (provided by the Government) and Contractor provide peripherals.

- Combination copier, printer, and scanner connected to office computers (unit shall have features similar to those of HP PSC 1610 or 2355 3-in-1 printer package or Epson Stylus All-In-One CX4600 Printer Package. Furnish cables and continuous

SECTION 01 50 02.17 Page 5 supply of ink and paper)

- Bottled water cooler dispenser & hot water dispenser. Provide bottled water and paper cups for duration of contract

1.7.2 The Six Work Areas

- Desk with three drawers and middle drawer (48 inch by 30 inch work area - minimum)

- Height adjustable swivel chair equal to Knoll Inc. model: 33AA1BKTSX

- One visitor chair equal to Herman Miller model: AE500P

- 30"X 60" credenza table

- 3-drawer lockable file cabinet

- Small bookcase (approximately 40" tall, 30" wide and 12" deep)

- Bulletin board or marker board (approximately 3 feet by 2.5 feet)

1.7.3 Utilities and Telephone Service and Internet Access

Exterior utilities shall be permanently installed to the modular unit and connected with existing utilities. Exposed utilities shall be insulated to prevent freezing. Utilities shall be connected and disconnected in accordance with local codes and to the satisfaction of the Contracting Officer. Contractor shall be responsible for the cost of all utility usage to include telephone and internet (T-1). The Contractor shall provide the telephone equipment and service to the Government Field Office.

1.7.4 Vehicular Access and Parking

The Contractor shall provide improved access road and parking area for twenty vehicles adjacent to the Government Field Office. Provide signs designating Government parking area.

1.7.5 Janitorial Services, Maintenance And Repair

Provide daily janitorial services, trash collection, and building maintenance during the life of the contract. The Contractor shall be responsible for maintenance and repair of the office during the life of the contract. Provide toilet paper, paper towels and all necessary cleaning supplies.

1.7.6 Ownership, Disposition, And Assignment Of Leases And Maintenance Agreements

The office, including all furniture and equipment except where otherwise noted, construction fencing, and temporary pavement shall remain the property of the Contractor at completion of the construction or until conveyed to a subsequent contractor as approved and coordinated by the Contracting Officer. The contractor shall provide the actual lease costs to the Contracting Officer and shall ensure leases are renewable and transferable to subsequent ATC project contractors. The monthly office facility lease cost is to include janitorial services, maintenance and repair and is to be submitted as a cost item on the Bid Schedule, Section 00 11 00.01. Upon construction completion the leased facility and maintenance agreements provided by the contractor shall be conveyed to another contractor in coordination with and under the oversight of the Contracting Officer in such a manner as to ensure the subcontractors continue to respect the previous arrangement, at no additional cost to the government.

(/AM#1)

1.8 TEMPORARY PROJECT SAFETY AND HAZARD SAFETY FENCING

As soon as practicable, but not later than (AM#1) 60 days 15 days (/AM#1) after the issuance of the Notice To Proceed, the Contractor shall furnish and erect FREE ZONE fencing around the construction site as indicated in the civil drawings and in accordance with the Construction Schedule Specification 01 00 00.44. FREE ZONE fencing shall be 9 ga. Chain-link fencing, a minimum of 72 inches high, supported and tightly secured to steel posts located on maximum 10 foot centers set in concrete, as detailed on sheet (AM#1) A3-508 C-517 (/AM#1) . Visibility through the

SECTION 01 50 02.17 Page 6 fence shall be obstructed by use of brown-colored windscreen fabric with prefabricated air vents, stretched and securely fastened to the fence.

The Contractor shall also furnish and install hazard safety fencing at temporary hazards and work site areas considered to be hazardous to the public. Caution tape shall not be used as a temporary means of fencing. In lieu of caution tape sawhorse traffic barricades (Type I or II) with tightly strung yellow rope may be used on a limited basis. The safety fencing shall be a high visibility OSHA orange colored, high density polyethylene 1.5" x 3" oval grid or approved equal, a minimum of 48 inches high, supported and tightly secured to steel posts located on maximum 6-foot centers, constructed at the approved location.

Temporary safety fencing shall be maintained by the Contractor during the life of the contract except for the periods listed below. Upon completion and acceptance of the work, the fencing shall become the property of the Contractor and shall be removed from the work site.

1.8.1 Duration Of Temporary Safety Fencing

The following durations for the use of specific safety barriers shall be used as a guideline. The Contracting Officer may dictate longer or shorter periods as required for project specific work:

a) Sawhorse traffic barricades with tightly strung yellow rope not to exceed a 24-hour period.

b) Traffic cones not to exceed 3 days (excluding road construction.

c) Traffic barricades and safety fencing not to exceed 14-days (excluding road construction).

1.9 CLEANUP

At the end of each working day the Contractor shall clean up the work site by the removal of all construction debris, waste materials, packaging material and the like. If the before mentioned items could become airborne they shall be placed in refuse containers immediately. Clean up of the work site shall include cleaning up the construction area(s), construction office area(s), material storage area(s), parking and eating area(s), and any other area(s) affected by the construction process. Any dirt or mud which is tracked onto any Base, public, or FREE ZONE street, parking area, sidewalk, patio, or driveway shall be cleaned away daily.

Materials resulting from demolition activities which are salvageable shall be stored within the fenced area described above. Stored material not in trailers, whether new or salvaged, shall be neatly stacked when stored.

1.10 RESTORATION OF STORAGE AREA

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil and seeding as necessary.

Restoration activities will also be conducted in accordance with the Construction Schedule Specification and Construction Phasing drawings (G-009 to G-011).

1.11 MOWING

The Contractor shall keep all grass/landscaped areas clean within the construction limits and shrubs and other elements in the landscape shall be maintained. Grass and weedy vegetation within the areas utilized by the Contractor, including work areas, administrative areas, and storage areas, shall be kept mowed to control vegetative growth. This includes areas the Contractor is permitted to use within the FREE ZONE.

SECTION 01 50 02.17 Page 7

1.11.1 Mowing

Vegetation shall be mowed when it reaches a height of 6 inches. Mowing shall be to a height of 3 inches. Mowing shall be accomplished with a rotary mower that leaves the clippings evenly distributed on the soil surface. Mowing shall be accomplished during periods and in such manner that the soil and grass will not be damaged.

Towed or self-propelled riding mowers shall not be operated within 3 feet of trees or shrubs. Areas adjacent to trees and shrubs shall be mowed with hand-propelled mowers.

1.11.2 Areas Not Mowed

Government may immediately after notice to the Contractor and at the discretion of the Contracting Officer mow the Contractor's areas at any time the vegetation height exceeds 6 inches.

1.11.3 Payment

No separate payment will be made for mowing as required under this section and all costs incurred by the Government for performing such work shall be deducted from the contract.

1.12 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Site Plan; G

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 50 02.17 Page 8

LACKLAND AIR FORCE BASE

SAN ANTONIO, TEXAS

AIRMEN TRAINING COMPLEX – NORTH CAMPUS

AIRMEN TRAINING COMPLEX 3 (ATC3)

CIRCUIT NO. 7 RELOCATION

VOLUME III

SPECIFICATIONS

US Army Corps of Engineers Fort Worth District

SPECIFICATIONS

RTA Submittal – November 2010

Airmen Training Complex Dormitory #3 (ATC #3) Circuit #7 Relocation

Lackland AFB, Texas

K.M. Ng & Associates, Inc.

Consulting Engineers

6243 I.H. 10 West, Suite 200 229 Peachtree Street NE San Antonio, Texas 78201-2022 International Tower, Suite 600 Texas Registered Engineering Firm F-442 Atlanta, Georgia 30303-1619

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 13 00.00 20 COOPER KYLE OIL INSULATED VACUUM FAULT INTERRUPTER (VFI)

PAD-MOUNTED SWITCHGEAR - CATALOG NO. KPSO-VF5-32 OR

APPROVED EQUAL

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 33 - UTILITIES

33 05 23.19 TRENCHLESS EXCAVATION USING MICROTUNNELING

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02.00 20 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

04/06

PART 1 GENERAL

1.1 REFERENCES

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

U.S.