Attachment_2_-_Specifications.pdf

INSTALL INDUSTRIAL FANS DDJC TRACY

Specifications

July 2017 Defense Logistics Agency, San Joaquin, CA

Tracy, CA 95304

SPECIFICATION INDEX

DIVISION 00 – LIST OF DRAWINGS

Section 00115 List of drawings Section 00100 Buy American Act Requirement

DIVISION 01 – GENERAL REQUIREMENTS

Section 01011 Statement of Work/special requirements Section 01320 Project Schedule Section 01330 Submittal Procedures Section 01352 Safety and Occupational Health Requirements Section 01451 Contractor Quality Control Section 01505 General Requirements Section 01575 Temporary Environmental Controls Section 01780 Project Closeout

DIVISION 26 – ELECTRICAL

Section 260500 Common Work for Electrical Section 260519 Insulated wires and cables Section 260571 Low voltage overcurrent protection device

SECTION 00115 – LIST OF DRAWINGS

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DIVISION 00 – PROCUREMENT AND CONSTRCUTION REQUIREMENTS

SECTION 00115

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Reference Drawing[s]

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause.

Contract drawings are as follows:

1.2 CONTRACT DRAWINGS

1. DRWG # 00 – General project Location

2. DRWG # 1 – Building 13 Industrial fan location

3. DRWG # 2 - Building 16 Industrial fan location

4. DRWG # 3 - Building 20 Industrial fan location

5. DRWG # 4 - Building 56 Industrial fan location

6. DRWG # 5 - Building 58 Industrial fan location

----- END OF SECTION 00 01 15 -----

SECTION 00100 - BUY AMERICAN ACT REQUIRMENT

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DIVISION 00 - PROCUREMENT AND CONTRACTING INSTRUCTIONS

SECTION 00100

BUY AMERICAN ACT REQUIRMENT

NOTICE OF BUY AMERICAN ACT REQUIREMENT-- CONSTRUCTION

MATERIALS UNDER TRADE AGREEMENTS (JAN 2005)

(a) Definitions. ``Construction material,'' ``designated country construction material,'' ``domestic construction material,'' and ``foreign construction material,'' as used in this provision, are defined in the clause of this solicitation entitled ``Buy American Act--Construction Materials Under Trade Agreements'' (Federal Acquisition Regulation (FAR) clause 52.225-11).

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

(c) Evaluation of offers.

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

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

(d) Alternate offers.

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

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

3) If the Government determines that a particular exception requested in accordance with paragraph (c) of FAR clause 52.225-11 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic or designated country construction material, and the offeror shall be required to furnish

SECTION 00100 - BUY AMERICAN ACT REQUIRMENT

Page 2/2 such domestic or designated country construction material. An offer based on use of the foreign construction material for which an exception was requested-- (i) Will be rejected as nonresponsive if this acquisition is conducted by sealed bidding; or

(ii) May be accepted if revised during negotiations.

----- END OF SECTION 00100 -----

INSTALL INDUTRIAL FANS DDJC TRACY

SECTION 01011 – STATEMENT OF WORK

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DIVISION 01 - GENERAL REQUIRMENT

SECTION 01011

STATEMENT OF WORK

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes supply and install industrial fans in WHSE 13, 16, 20, 56 58, and incidental related work.

Scope of Work:

1. Supply and install industrial fans in WHSE 13, 16, 20, 56, 58 at the locations shown in the drawings.

2. The Industrial Fans shall be make- BigAss Fan, model- Powerfoil X 3.0 or approved equal and meet the following specifications:

(i) Fan diameter 24’, automatically adjusts fan speed based user settings and a remote temperature sensor.

(ii) The fan shall be equipped with eight (8) Powerfoil airfoils of precision extruded aluminum alloy. The airfoils shall be connected to the hub and interlocked with zinc plated steel retainers.

(iii) The fan shall be equipped with eight (8) Powerfoil winglets on the ends of the airfoils and eight (8) AirFences positioned on the airfoils at the optimum location for performance. Both the winglet and AirFence shall be molded of polypropylene.

(iv) Motor and Gearbox — IP55 motor and NitroSeal Drive gearbox.

The fan gearbox shall be a NitroSeal Drive designed. The gearbox shall include a high-efficiency, hermetically sealed, nitrogen-filled, offset helical gear reducer with two-stage gearing, a hollow output shaft, cast iron housing, double lip seals, high quality SKF Explorer Series bearings with crowned cages for optimal lubrication flow, and precision machined gearing to maintain backlash less than 11 arc-minutes over the life of the unit. Lubrication shall be high-grade, low-foaming synthetic oil with extreme pressure additives and a wide temperature range. The gearbox shall be equipped with a hollow shaft threaded to accept a ¾” NPT fitting in which wiring, piping, etc., can be routed to below the fan.

(v) Onboard VFD — enclosed in an ABS/PVC-based enclosure with built-in heatsink. The onboard fan controller shall be constructed using a variable frequency drive (VFD) that is pre-wired to the motor and

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factory-programmed to minimize the starting and braking torques for smooth and efficient operation. The onboard controller shall be prewired to the motor with a dedicated ground conductor to minimize electromagnetic interference (EMI) and radio frequency interference

(RFI).

(vi) Airfoil retainers, hub clips, safety cables with Grade 8 bolts.

(vii) Max sound level 55 dBA.

(viii) Mounting Post - The fan shall be equipped with a mounting post that provides a structural connection between the fan assembly and extension tube. The mounting post shall be formed from A36 steel, contain no critical welds, and be powder coated for corrosion resistance.

(ix) Mounting System - The fan mounting system shall be designed for quick and secure installation on a variety of structural supports. The mounting yoke shall be of ASTM A-36 steel, welded construction, at least 3/16” thick, and powder coated for appearance and corrosion resistance. No mounting hardware or parts substitutions, including cast aluminum, are acceptable. All mounting bolts shall be SAE Grade 8 or equivalent.

(x) Hub - The fan hub shall be made of precision cut aluminum for high strength and light weight. The hub shall be secured to the output shaft of the gearbox by means of high strength bolts. The hub shall incorporate safety retaining clips made of 1/4” (0.6 cm) thick steel that shall restrain the hub/airfoil assembly.

(xi) Safety Cable - The fan shall be equipped with a safety cable that provides an additional means of securing the fan assembly to the building structure. The safety cable shall be Ø3/8” (1 cm) diameter and fabricated out of 7 x 19 galvanized steel cable. The end loops shall be secured with swaged Nicopress sleeves, pre-loaded and tested to 3,200 lbf (13,345 N). Field construction of safety cables is not permitted.

(xii) Wall Controller Regulatory Requirements: The fan speed control system shall be compliant with NFPA 70-2011—National Electric Code (NEC).

Sustainability Characteristics: The system shall be designed to automatically control the speed of Fans from the locations of the wall controller and upper temperature sensor to maximize energy savings and user comfort. The system shall be designed specifically for high volume, low speed Fans, and receives information from user-determined settings and temperature sensors. The wall control shall be a digital keypad device with an internal temperature sensor. It shall be wall-mounted centrally within the fan zone. The wall controller shall

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include a Class II AC Adapter power cord. The mounting location shall meet the requirements of OSHA standard 29 CFR 1910.303(g) for accessibility minimum clearances.

(xiii) Upper Temperature Sensor - The upper temperature sensor shall be mounted in the upper portion of the fan zone either by using a I-Beam clamp, or by using four (4) mounting screws.

(xiv) Auxiliary Controller

1. The fan shall be equipped with an auxiliary controller capable of providing 100% control of all fan functions. The auxiliary controller shall be a digital keypad device mounted within a cast zinc cover. The cover shall be capable of mounting to a standard switch box.

2. The fan shall be equipped with touchpad controls and an LED display for controlling the fan’s direction, operation, speed, and programming. Communication between the fan VFD and auxiliary controller is by a standard CAT5 (or higher) Ethernet cable.

3. The fan shall be equipped with a simple diagnostic program to identify faults in the system. Provisions shall be made for retrieving fan operation and diagnostic data (fault messages) through the auxiliary controller.

(xv) Guy wires - All extension tubes 4 ft (1.2 m) or longer shall be tied with guy wires to limit the potential for lateral movement.

(xvi) The fan and any accessories shall be supplied by fan manufacturer, which has a minimum of ten (10) years of product experience, ISO 9001-certified and shall not be listed on the Air Movement and Control

Association International Inc. (AMCA) Certified Ratings Program (CRP)

Non-Licensed Products report in the previous 18 months.

(xvii) All fans shall have 15 years parts warrantee and one year labor warrantee.

3. Warehouse 13 section 2: Supply and install one industrial fan, ¾”C EMT

3#10,1#10G THHN/THWN from panel # 013-2401, 120/208V 3PH to each industrial fan as shown in the drawing, ¾”C EMT 2#12 THHN/THWN and CAT 5 cable from each industrial fan to fan control box (wall controller and auxiliary control), ¾”C EMT 2#12 THHN/THWN from each industrial fan to existing fire alarm panel.

Supply and install one 20A, 3P, 208V circuit breaker in the same panel.

Circuit breaker shall be SQD/Schneider/Eaton or approved equal. Reprint the panel directory with updated information. Fan control box shall be at the location shown in the drawing.

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4. Warehouse 13 section 4: Supply and install two industrial fans ¾”C 3#10,1#10G

THHN/THWN from panel # 134C, 120/208V 3PH to each industrial fans as shown in the drawing, ¾”C EMT 2#12 THHN/THWN and CAT 5 cable from each industrial fan to fan control box (wall controller and auxiliary control), ¾”C EMT 2#12

THHN/THWN from each industrial fan to existing fire alarm panel. Remove and dispose existing lighting fixtures, wires, supporting hangers near location new industrial fans. All wires feeding existing lighting fixtures shall be pulled back and capped in pull box/es near existing lighting fixtures. Supply and install two 20A, 3P, 208V circuit breaker in the same panel. Circuit breaker shall be SQD/Schneider/Eaton or approved equal. Reprint the panel directory with updated information. Fan control box shall be at the location shown in the drawing.

5. Warehouse 16 section B2: Supply and install one industrial fan ¾”C 3#10,1#10G

THHN/THWN from panel # 16BLP-2202, 480V 3PH to each industrial fan as shown in the drawing, ¾”C EMT 2#12 THHN/THWN and CAT 5 cable from each industrial fan to fan control box (wall controller and auxiliary control), ¾”C EMT 2#12

THHN/THWN from each industrial fan to existing fire alarm panel. Supply and install one 20A, 3P 480V circuit breaker in the same panel. Circuit breaker shall be SQD/Schneider/Eaton or approved equal. Reprint the panel directory with updated information. Fan control box shall be at the location shown in the drawing.

6. Warehouse 16 section B5: Supply and install three industrial fans ¾”C 3#10,1#10G THHN/THWN from panel # 16BLP-5402, 480V 3PH to each industrial fan as shown in the drawing, ¾”C EMT 2#12 THHN/THWN and CAT 5 cable from each industrial fan to fan control box (wall controller and auxiliary control), ¾”C EMT 2#12 THHN/THWN from each industrial fan to existing fire alarm sub panel DDCB5. Supply and install three 20A, 3P 480V circuit breaker in the same panel. Circuit breaker shall be SQD/Schneider/Eaton or approved equal.

Reprint the panel directory with updated information. Fan control box shall be at the location shown in the drawing.

7. Warehouse 20 section 1: Supply and install one industrial fan ¾”C 3#10,1#10G

THHN/THWN from panel # 1A(B20), 120/208 V 3PH to industrial fan as shown in the drawing, ¾”C EMT 2#12 THHN/THWN and CAT 5 cable from each industrial fan to fan control box (wall controller and auxiliary control), ¾”C EMT 2#12

THHN/THWN from each industrial fan to existing fire alarm panel. Supply and install one 20A, 3P 208V circuit breaker in the same panel. Circuit breaker shall be SQD/Schneider/Eaton or approved equal. Reprint the panel directory with updated information. Fan control box shall be at the location shown in the drawing.

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8. Warehouse 56 section 2: Supply and install one industrial fan ¾”C 3#10,1#10G

THHN/THWN from panel # H2A, 480/277 V 3PH to industrial fans as shown in the drawing, ¾”C EMT 2#12 THHN/THWN and CAT 5 cable from each industrial fan to fan control box (wall controller and auxiliary control), ¾”C EMT 2#12

THHN/THWN from each industrial fan to existing fire alarm panel. Supply and install one 20A, 3P 480V circuit breaker in the same panel. Circuit breaker shall be SQD/Schneider/Eaton or approved equal. Reprint the panel directory with updated information. Fan control box shall be at the location shown in the drawing.

9. Warehouse 56 section 4: Supply and install two industrial fans ¾”C 3#10,1#10G

THHN/THWN from panel # H4B, 480/277 V 3PH to industrial fans as shown in the drawing, ¾”C EMT 2#12 THHN/THWN and CAT 5 cable from each industrial fan to fan control box (wall controller and auxiliary control), ¾”C EMT 2#12

THHN/THWN from each industrial fan to existing fire alarm booster panel

4A/4B. Supply and install one 20A, 3P 480V circuit breaker in the same panel.

Circuit breaker shall be SQD/Schneider/Eaton or approved equal. Reprint the panel directory with updated information. Fan control box shall be at the location shown in the drawing.

10. Warehouse 58 section 2: Supply and install one industrial fan ¾”C 3#10,1#10G THHN/THWN from panel # H2E, 480/277 V 3PH to industrial fan as shown in the drawing, ¾”C EMT 2#12 THHN/THWN and CAT 5 cable from each industrial fan to fan control box (wall controller and auxiliary control), ¾”C EMT 2#12

THHN/THWN from each industrial fan to existing fire alarm panel. Supply and install one 20A, 3P 480V circuit breaker in the same panel. Circuit breaker shall be SQD/Schneider/Eaton or approved equal. Reprint the panel directory with updated information. Fan control box shall be at the location shown in the drawing.

11. Contractor shall install conduits and wires from all industrial fans to existing fire alarm control panels. Government maintenance section shall do wiring connections inside all fire alarm control panels.

General Requirements:

12. All work shall be in accordance with the Contract drawing and Statement of Work.

13. All work shall be in accordance with latest version of the National Electrical Code (NEC).

14. New circuit breakers shall be bolt-on type.

15. Seal all wall penetrations.

16. Warehouses are approximately 40 feet in height.

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17. Contractor is responsible for relocating any lights, signs, pipes etc. that will be in the way of the new industrial fans. (The Contracting Officer

Representative will direct the exact location).

18. All work requiring power shut down shall be performed on Sunday. Contractor shall obtain written approval from government two weeks prior to any power shut down.

19. All work is within operational warehouses. Government will make all efforts to maintain continuity of contractual work but work may have to be put on temporary hold to fulfill mission critical activities.

20. Contractor shall provide minimum of 4 hours of operation and maintenance training to government maintenance crew. Contractor shall go through the entire operation and maintenance manual to provide a comprehensive training.

21. Contractor shall field verify all measurements and dimensions and other information provided in scope of work. Government shall not be responsible for any discrepancies what so ever.

22. Contractor shall provide IIPP as per CALOSHA requirements.

23. Any fork lift or crane work shall be as per applicable codes and approved by government safety representative prior to work.

24. Any scaffolding required for the job shall be as per applicable codes and approved by government safety representative prior to work.

25. Contractor shall provide a working and tested system including start up service or any other service, material and labor required.

26. Off-road diesel equipment ≥25 bhp such as cranes, forklifts, man-lifts, etc.

must be registered with the state upon entrance to the installation and have an Equipment Identification Number (EIN) affixed. Large spark ignition forklifts >25 hp require registration and EINs.

27. Package, mark, label and store hazardous waste in accordance with federal, state and local regulatory requirements; must coordinate hazardous waste accumulation point setup with the DDJC Environmental Office.

28. Store hazardous material in accordance with state and federal safety and environmental regulatory requirements.

29. Maintain a hazardous material inventory list; ensure SDSs are available.

30. All hazardous material and hazardous waste must be removed or mitigated through the DDJC Environmental Office.

31. Removal of Hazardous Waste, Non-RCRA Hazardous Waste, Non-Regulated Hazardous

Waste and Universal Waste: All Manifest, Non-Hazardous Waste Manifests, Special

Waste Manifests, Straight Bill of Ladings will be signed by DDJC Environmental

Office only.

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32. Provide three sets of hard copy and three CDs of as built drawings, operation and maintenance manuals.

33. Submit shop drawings for approval, prior to installation, of all the material

34. Entire project shall be completed within three calendar months after NTP.

1.2 SUBMITTALS

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

submittals without a "G" designation are for information only. The following shall be submitted in accordance with Section 01330 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

• List of Schedule of Values; G

• List of Recycled Materials to be used on the project

SD-11 Closeout Submittals

• Dollar Value and Content of Recycled Materials; G

1.3 EXISTING WORK

In addition to FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

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

1.3.2 Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.5 PROJECT PHASING PLAN

1.5.1 Electrical Outages – Potential electrical outages that cause the entire

Warehouse and or Administrative office area to shut-down must occur on weekends and in accordance with specifications. Coordination with Contracting Office’s Representative (COR) must be approved in advance.

Contractor to submit requests as soon as possible and provide alternate dates to accommodate critical base functions.

1.6 ENVIRONMENTAL PROTECTION

1.6.2 Disposal of Refuse

Refuse shall be disposed of off-site and in accordance with local, state and federal regulations.

1.7 CONSTRUCTION SITE MAINTENANCE

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All supplies and equipment on the project site shall be stored so as to preclude mechanical and climatic damage. The project site shall be maintained in a neat and orderly manner.

1.8 NOISE CONTROL

The Contractor shall comply with all applicable state and local laws, ordinances and regulations relative to noise control.

1.9 SECURITY

The Contractor shall provide adequate protection for all parts of the building wherever work under this contract is performed.

1.9.1 Cameras

Possession or use of cameras on Government property is forbidden without prior written approval by the Security Officer or his designated representative. Requests for possession and/or use of cameras on Government property shall be in writing to the Security Office via the Contracting Officer and contain sufficient information to provide requirements for the use of photographic equipment. The use of cell phones equipped with cameras is also forbidden. The government will review daily and delete any pictures taken on a personal camera of government property of any kind taken while on-site at the DDSP.

1.10 EQUIPMENT ON THE PROJECT SITE

The Contractor shall cover equipment that is to remain in place within the area of contract operations and protect it against damage or loss. The Contractor shall store equipment that is removed in performance of work where directed or reuse in work as required by drawings and specifications.

Equipment temporarily removed shall be protected, cleaned and replaced equal to its condition prior to starting work. Security for equipment or material that is to be reused and is removed for temporary storage shall be the sole responsibility of the Contractor.

1.11 TRUCKING

The Contractor shall load all trucks leaving the site with loose debris in a manner that will prevent dropping of materials on streets. The Contractor shall fasten suitable tarpaulins over the load before they enter surrounding streets.

1.12 TOILET FACILITIES

Unless otherwise stated in the Request for Proposal, Contractor's personnel will be permitted to use toilet facilities on the premises subject to regulation and control of the Contracting Officer or his designated representative.

1.14 SAFETY AND HEALTH

1.14.1 General

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1.14.1.1 Applicable Publications: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

1.14.1.2 Code of Federal Regulations (CFR)

OSHA General Industry Safety and Health Standards (29 CFR 1910), Publication V2206; OSHA Construction Industry Standards (29 CFR 1926).

One source of these regulations is OSHA Publication 2207, which includes a combination of both Parts 1910 and 1926 as they relate to construction safety and health. It is for sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, DC 20402.

• National Emission Standards for Hazardous Air Pollutants (40 CFR, Part 61).

• Federal Standard (Fed Std): Material Safety Data Sheets 313A

• Safety and Health Requirements Manual. EM 385-1-1, current revision

• Use of Asbestos Containing Material. ETL 1110-1-118

• Policy and Guidelines for Asbestos Management. DA Circular 40-834

1.14.2 Work Covered by This Section

This section is applicable to all work covered by this contract.

1.14.3 Definition of Hazardous Materials

Refer to hazardous and toxic materials/substances included in Subparts H and Z of 29 CFR 1910; and to others as additionally defined in Fed Std

313. Those most commonly encountered include asbestos, polychlorinated biphenyls (PCBs), explosives, and radioactive material, but may include others. The most likely products to contain asbestos are sprayed-on fireproofing, insulation, boiler lagging, and pipe covering.

1.14.4 Asbestos

1.14.4.1 THE CONTRACTOR IS WARNED THAT EXPOSURE TO AIRBORNE ASBESTOS HAS BEEN

ASSOCIATED WITH FOUR DISEASES: LUNG CANCER, CERTAIN GASTROINTESTINAL

CANCERS, PLEURAL OR PERITONEAL MESOTHELIOMA AND ASBESTOSIS. Studies indicate there are significantly increased health dangers to persons exposed to asbestos who smoke, and further, to family members and other persons who become indirectly exposed as a result of the exposed worker bringing asbestos-laden work clothing home to be laundered.

1.14.4.2 The Contractor is advised that friable and/or nonfriable asbestos-containing material may be encountered in area(s) where contract work is to be performed. Friable asbestos-containing material means any material that contains more than one percent asbestos by weight that hand pressure can crumble, pulverize or reduce to powder when dry.

Nonfriable asbestos-containing materials are materials in which asbestos fibers are bound by a matrix material, saturant, impregnant or coating. Nonfriable asbestos-containing materials do not normally release airborne asbestos fiber during routine handling and end use.

However, excessive fiber concentrations may be produced during uncontrolled abrading, sanding, drilling, cutting, machining, removal, demolition or other similar activities.

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1.14.4.3 Care must be taken to avoid releasing, or causing to be released, asbestos fibers into the atmosphere where they may be inhaled or ingested. The Occupational Safety and Health Administration (OSHA) has set standards in 29 CFR 1910.1001 for exposure to airborne concentrations of asbestos fibers, methods of compliance, medical surveillance, housekeeping procedures and others measures that must be taken when working with or around asbestos-containing materials. 29 CFR

1910.1001 has been identified as applicable to construction (29 CFR

1926.55 gases, vapors, fumes, dusts and mists). The Environmental Protection Agency (EPA) has established standards at 40 CFR 61.140-156 for the control of asbestos emissions to the environment and the handling and disposal of asbestos wastes.

1.14.4.4 Friable asbestos containing materials are not permitted by current criteria and shall not be used in new construction or modification projects (ETL 1110-1-118, 27 MAY 1983). Plans and specifications for all new construction and modification projects will be reviewed to insure that the use of friable asbestos-containing materials is not called for.

1.14.4.5 Maintenance, modification or demolition activities where exposure to asbestos dust may occur from previously installed friable or nonfriable asbestos-containing material will be identified. All precautions, to include proper work practices, medical surveillance, respiratory protection, industrial hygiene and environmental protection requirements of OSHA (29 CFR 1910.1001), EPA (40 CFR 61.140-156) and DA Circular 40- 83-4, as applicable, shall be strictly adhered to.

1.14.5 Safety Assurance

1.14.5.1 Preconstruction Safety Meeting: Representatives of the Contractor shall meet with the Contracting Officer and his representative(s) prior to the start of repair, alteration or construction activities for the purpose of reviewing the Contractor's safety and health programs and discussing implementation of all safety and health provisions pertinent to the work to be performed under the contract. The Contractor shall be prepared to discuss, in detail, the measures he intends to take in order to control any unsafe or unhealthy conditions associated with the work to be performed under the contract.

This meeting may be held in conjunction with the preconstruction conference if so directed by the Contracting Officer. The conduct of the meeting is not contingent upon a general preconstruction meeting.

The level of detail for the safety meeting is dependent upon the nature of the work and the potential inherent hazards. The Contractor's principal on-site representative(s), the general superintendent and his safety representative(s) shall attend this meeting.

1.14.5.2 Compliance With Regulations: All work, including the handling of hazardous materials or the disturbance or dismantling of structures containing hazardous materials shall comply with the applicable requirements of 29 CFR 1926/1910. Work involving the disturbance or dismantling of asbestos or asbestos containing materials; the demolition of structures containing asbestos; and/or the disposal and removal of asbestos, shall also comply with the requirements of 40 CFR, Part 61, Subparts A and B, ETL 1110-1-118 and DA Circular 40-83-4. All work shall comply with applicable state and municipal safety and health requirements. Where there is a conflict between applicable regulations, the most stringent shall apply.

1.14.5.3 Contractor Responsibility: The Contractor shall assume full responsibility and liability for compliance with all applicable

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regulations pertaining to the health and safety of personnel during the execution of work, and shall hold the Government harmless for any action on his part or that of his employees or subcontractors, which results in illness, injury or death.

1.14.5.4 Inspections, Tests and Reports: The required inspections, tests and reports made by the Contractor, subcontractors, specially trained technicians, equipment manufacturers, and others as required, shall be at the Contractor's expense for line items used during the contract.

1.14.5.4.1 Materials and Equipment: Special features, devices, equipment, clothing and similar items used by the Contractor in the execution of work shall comply with the applicable regulations.

1.14.5.4.2 Hazardous Materials: The Contractor shall bring to the attention of the

Contracting Officer any material suspected of being hazardous which he encounters during execution of the work. A determination will be made by the Contracting Officer as to whether the Contractor shall perform tests to determine if the material is hazardous. If the Contracting Officer directs the Contractor to perform tests, and/or if the material is found hazardous and additional protective measures are needed, a contract change may be required subject to equitable adjustment under the terms of the contract.

1.14.6 Recording and Preserving Historical and Archeological Finds

All items having an apparent historical or archeological interest which are discovered in the course of any construction activities shall be carefully preserved. The Contractor shall leave the archeological find undisturbed and shall immediately report the find to the Contracting Officer so that the proper authorities may be notified.

1.14.7 Contractor Staff

The Contractor shall be required to maintain a qualified Engineering staff and a dedicated Quality Control position to respond to requirements set forth in this solicitation. The Contractor will be required to provide an onsite trailer for use as office space during the term of the contract.

1.14.8 Utilities (Work Related)

1.14.8.1 When available, water and electrical services may be used in this work at no cost to the Contractor. The Contractor shall make arrangements for such services with the Contracting Officer or his designated representative.

1.14.8.2 All temporary outages of any utility services required for the performance of work shall be scheduled with the Contracting Officer's Representative (COR) no less than two weeks in advance of such outages unless otherwise specified in the Task Order.

1.14.9 Standards of Conduct

All Defense Logistics Agency (DLA), Higher Headquarters and Depot regulations pertaining to conduct shall be adhered to by Contractor personnel. Good conduct and judgment is expected of all people entering the installations. Fighting, profane language, reckless driving or failure to respond to direct orders from any depot employee acting in an official capacity (i.e., Security Guards or Firemen) shall be sufficient

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reason to remove the disorderly individual from the Depot. A list of Depot rules and regulations will be provided to the Contractor during the preconstruction meeting by the Security Office representative.

1.14.10 Additional Requirements

Refer to Section 01325 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS.

1.15 SHOP DRAWING REQUIREMENTS

The Contractor will be required to bring all shop drawings to the preconstruction meeting. This meeting will be scheduled a few weeks after award to allow the Contractor time to assemble the shop drawings. Shop drawings not provided at the preconstruction meeting are to be identified in the project submittal schedule.

1.16 BUY RECYCLE PROGRAM

1.16.1 Mandated Requirements

The Contractor shall comply with Public Law 42 U.S.C. 6962, Resource Conservation and Recovery Act, 1994 Resource Conservation and Recovery Act (RCRA) and Presidential Executive Order 12873, Federal Acquisition Recycling, and Waste Prevention, 22 October 1993, relating to specific designated items in this contract for which recycle content standards have been established. Compliance with this program does not relieve the Contractor from meeting all other specification requirements.

1.16.2 Administrative Requirements

Where possible the contractor shall utilize products containing recycled components in performance of their daily activities associated with this contract assignment. Use recycled components in the following categories:

• Paper and Paper Products

• Lubricating Oils Containing Re-refined Oil

• Retread Tires

• Transportation (traffic control) Products

• Non-Paper Office Products

1.17 PAYMENTS AND SCHEDULE OF VALUES

1.17.1 Schedule of Values

The Contractor shall submit a schedule of values of the Work including quantities and unit prices, aggregating the Contract Price. This provision applies to lump sum contracts and to lump sum items in unit price contracts. This schedule shall be satisfactory in form and substance to the Contracting Officer and shall subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. As a minimum, this schedule shall include aggregates for inspection/testing, flushing, and system repair (including final system test) effort broken down by building. Upon approval of the schedule of values by the Contracting Officer, it shall be incorporated into the form of application for payment furnished to the Contracting

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Officer. The schedule shall indicate the percent of work completed for each component during the payment period. No payments will be made until the schedule of values has been submitted and approved by the Contracting Officer.

1.17.2 Application for Payment

The date for presentation of monthly applications for progress payments to the Depot shall be established at the preconstruction conference and will govern all such applications unless modified by the Depot and the Contractor at least twenty days prior thereto.

1.18 CONSTRUCTION PROGRESS SCHEDULE

The Contractor shall prepare and submit a construction progress schedule in accordance with Section 01320, PROJECT SCHEDULE.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not used.

----- END OF SECTION 01011 -----

SECTION 013201 - PROJECT SCHEDULE

Page 1/10

DIVISION 01 GENERAL REQUIREMENTS

SECTION 013201

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 QUALIFICATIONS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT

3.3 PROJECT SCHEDULE

3.3.1 Use of the Critical Path Method

3.3.2 Level of Detail Required

3.3.2.1 Activity Duration

3.3.2.2 Procurement Activities

3.3.2.3 Government Activities

3.3.2.4 Responsibility

3.3.2.5 Work Areas

3.3.2.6 Modification or Claim Number

3.3.2.7 Bid Item

3.3.2.8 Phase of Work

3.3.2.9 Category of Work

3.3.2.10 Feature of Work

3.3.3 Scheduled Project Completion

3.3.3.1 Project Start Date

3.3.3.2 Constraint of Last Activity

3.3.3.3 Early Project Completion

3.3.4 Interim Completion Dates

3.3.4.1 Start Phase

3.3.4.2 End Phase

3.3.4.3 Phase X

3.3.5 Default Progress Data Disallowed

3.3.6 Out-of-Sequence Progress

3.3.7 Negative Lags

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.4.4 Standard Activity Coding Dictionary

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data Disk

3.5.1.1 File Medium

3.5.1.2 Disk Label

3.5.1.3 File Name

3.5.2 Narrative Report

3.5.3 Approved Changes Verification

3.5.4 Schedule Reports

3.5.4.1 Activity Report

3.5.4.2 Logic Report

3.5.4.3 Total Float Report

3.5.4.4 Earnings Report

3.5.5 Network Diagram

3.5.5.1 Continuous Flow

3.5.5.2 Project Milestone Dates

3.5.5.3 Critical Path

Page 2/10

3.5.5.4 Banding

3.5.5.5 S-Curves

3.6 PERIODIC PROGRESS MEETINGS

3.6.1 Meeting Attendance

3.6.2 Update Submission Following Progress Meeting

3.6.3 Progress Meeting Contents

3.6.3.1 Start and Finish Dates

3.6.3.2 Time Completion

3.6.3.3 Cost Completion

3.6.3.4 Logic Changes

3.6.3.5 Other Changes

3.7 REQUESTS FOR EXTENSIONS

3.7.1 Justification of Delay

3.7.2 Submission Requirements

3.7.2.1 Affected Activities

3.7.2.2 Explanation

3.7.2.3 Analysis

3.7.2.4 Sub-Network

3.7.3 Additional Submission Requirements

3.8 DIRECTED CHANGES

3.9 OWNERSHIP OF FLOAT

Page 3/10

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.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 QUALIFICATIONS

The Contractor shall designate an authorized representative who shall be responsible for the preparation of all required project schedule reports.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS, a Project Schedule as described below shall be prepared. The scheduling of construction shall be the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments. The Project Schedule shall be manpower loaded.

3.2 BASIS FOR PAYMENT

The schedule shall be the basis for measuring Contractor progress. Lack of an approved schedule or scheduling personnel will result in an inability of the Contracting Officer to evaluate Contractor=Contractor's progress for the purposes of payment. Failure of the Contractor to provide all information, as specified below, shall result in the disapproval of the entire Project Schedule submission and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. In the case where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, then the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until revisions to the Project Schedule have been made.

3.3 PROJECT SCHEDULE

The computer software system utilized by the Contractor to produce the Project Schedule shall be capable of providing all requirements of this specification. Failure of the Contractor to meet the requirements of this specification shall result in the disapproval of the schedule. Manual methods used to produce any required information shall require approval by the Contracting Officer.

3.3.1 Use of the Critical Path Method

The Critical Path Method (CPM) of network calculation shall be used to generate the Project Schedule. The Contractor shall provide the Project Schedule in either the Precedence Diagram Method (PDM).

3.3.2 Level of Detail Required

Page 4/10

The Project Schedule shall include an appropriate level of detail. Failure to develop or update the Project Schedule or provide data to the Contracting Officer at the appropriate level of detail, as specified by the Contracting Officer, shall result in the disapproval of the schedule. The Contracting Officer will use, but is not limited to, the following conditions to determine the appropriate level of detail to be used in the Project Schedule.

3.3.2.1 Activity Duration

Contractor submissions shall follow the direction of the Contracting Officer regarding reasonable activity durations. Reasonable durations are those that allow the progress of activities to be accurately determined between payment periods (usually less than 2 percent of all non-procurement activities' Original Durations are greater than 20 days).

3.3.2.2 Procurement Activities

Tasks related to the procurement of long lead materials or equipment shall be included as separate activities in the project schedule. Long lead materials and equipment are those materials that have a procurement cycle of over 90 days. Examples of procurement process activities include, but are not limited to: submittals, approvals, procurement, fabrication, and delivery.

3.3.2.3 Government Activities

Government and other agency activities that could impact progress shall be shown. These activities include, but are not limited to: approvals, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.2.4 Responsibility

All activities shall be identified in the project schedule by the party responsible to perform the work. Responsibility includes, but is not limited to, the subcontracting firm, contractor work force, or government agency performing a given task. Activities shall not belong to more than one responsible party. The responsible party for each activity shall be identified by the Responsibility Code.

3.3.2.5 Work Areas

All activities shall be identified in the project schedule by the work area in which the activity occurs. Activities shall not be allowed to cover more than one work area. The work area of each activity shall be identified by the Work Area Code.

3.3.2.6 Modification or Claim Number

Any activity that is added or changed by contract modification or used to justify claimed time shall be identified by a mod or claim code that changed the activity. Activities shall not belong to more than one modification or claim item. The modification or claim number of each activity shall be identified by the Mod or Claim Number. Whenever possible, changes shall be added to the schedule by adding new activities.

Existing activities shall not normally be changed to reflect modifications.

3.3.2.7 Bid Item

All activities shall be identified in the project schedule by the Bid Item to which the activity belongs. An activity shall not contain work in more than one bid item. The bid item for each appropriate activity shall be identified by the Bid Item Code.

3.3.2.8 Phase of Work

All activities shall be identified in the project schedule by the phases of work in which the activity occurs. Activities shall not contain work in more than one phase of work. The project phase of each activity shall be by the unique Phase of Work Code.

3.3.2.9 Category of Work

All Activities shall be identified in the project schedule according to the category of work which best describes the activity. Category of work

Page 5/10 refers, but is not limited, to the procurement chain of activities including such items as submittals, approvals, procurement, fabrication, delivery, installation, start-up, and testing. The category of work for each activity shall be identified by the Category of Work Code.

3.3.2.10 Feature of Work

All activities shall be identified in the project schedule according to the feature of work to which the activity belongs. Feature of work refers, but is not limited to a work breakdown structure for the project. The feature of work for each activity shall be identified by the Feature of Work Code.

3.3.3 Scheduled Project Completion

The schedule interval shall extend from NTP to the contract completion date.

3.3.3.1 Project Start Date

The schedule shall start no earlier than the date on which the NTP was acknowledged. The Contractor shall include as the first activity in the project schedule an activity called "Start Project". The "Start Project" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

3.3.3.2 Constraint of Last Activity

Completion of the last activity in the schedule shall be constrained by the contract completion date. Calculation on project updates shall be such that if the early finish of the last activity falls after the contract completion date, then the float calculation shall reflect a negative float on the critical path. The Contractor shall include as the last activity in the project schedule an activity call "End Project". The "End Project" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

3.3.3.3 Early Project Completion

In the event the project schedule shows completion of the project prior to the contract completion date, the Contractor shall identify those activities that have been accelerated and/or those activities that are scheduled in parallel to support the Contractor's "early" completion.

Contractor shall specifically address each of the activities noted in the narrative report at every project schedule update period to assist the Contracting Officer in evaluating the Contractor's ability to actually complete prior to the contract period.

3.3.4 Interim Completion Dates

Contractually specified interim completion dates shall also be constrained to show negative float if the early finish date of the last activity in that phase falls after the interim completion date.

3.3.4.1 Start Phase

The Contractor shall include as the first activity for a project phase an activity called "Start Phase X" where "X" refers to the phase of work. The "Start Phase X" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

3.3.4.2 End Phase

The Contractor shall include as the last activity in a project phase an activity called "End Phase X" where "X" refers to the phase of work. The "End Phase X" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

3.3.4.3 Phase X

The Contractor shall include a hammock type activity for each project phase called "Phase X" where "X" refers to the phase of work. The "Phase X" activity shall be logically tied to the earliest and latest activities in the phase.

3.3.5 Default Progress Data Disallowed

Actual Start and Finish dates shall not be automatically updated by default mechanisms that may be included in CPM scheduling software systems. Actual Start and Finish dates on the CPM schedule shall match those dates provided

Page 6/10 from Contractor Quality Control Reports. Failure of the Contractor to document the Actual Start and Finish dates on the Daily Quality Control report for every in-progress or completed activity, and failure to ensure that the data contained on the Daily Quality Control reports is the sole basis for schedule updating shall result in the disapproval of the Contractor's schedule and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. [Updating of the percent complete and the remaining duration of any activity shall be independent functions. Program features which calculate one of these parameters from the other shall be disabled.]

3.3.6 Out-of-Sequence Progress

Activities that have posted progress without all preceding logic being satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case approval of the Contracting Officer. The Contractor shall propose logic corrections to eliminate all out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule.

3.3.7 Negative Lags

Lag durations contained in the project schedule shall not have a negative value.

3.4 PROJECT SCHEDULE SUBMISSIONS

The Contractor shall provide the submissions as described below. The data disk, reports, and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS.

3.4.1 Preliminary Project Schedule Submission

The Preliminary Project Schedule, defining the Contractor's planned operations for the first 60 calendar days shall be submitted for approval within 14 calendar days after the NTP is acknowledged. The approved preliminary schedule shall be used for payment purposes not to exceed 180 calendar days after NTP.

3.4.2 Initial Project Schedule Submission

The Initial Project Schedule shall be submitted for approval within 40 calendar days after NTP. The schedule shall provide a reasonable sequence of activities which represent work through the entire project and shall be at a reasonable level of detail.

3.4.3…