CombinedSpecificationsLightingRetrofitBldg30.pdf

RETROFIT LIGHTING BUILDING 30

Specifications

June 2015 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 Special Requirements Section 01140 Work Restrictions Section 01320 Project Schedule Section 01330 Submittal Procedures Section 01352 Safety and Occupational Health Requirements Section 01451 Contractor Quality Control Section 01502 Temporary Construction Facilities Section 01505 General Requirements Section 01575 Temporary Environmental Controls Section 01780 Project Closeout

DIVISION 02 - EXISTING CONDITIONS

Section 024100 Demolition

DIVISION 26 – ELECTRICAL

Section 260500 Common Work for Electrical Section 260519 Insulated wires and cables Section 260548 Seismic protection for electrical equipment Section 260571 Low voltage overcurrent protection device

LIGHTING RETROFIT BUILDING 30

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. G1 – General project Location

2. E1A – Building 30 Section 3 New lamp layout and scope of work

3. E2A - Building 30 Section 4 New lamp layout and scope of work

1.3. SUPPLEMENTARY DRAWINGS

1.3.1. Reference drawings are as follows:

1.3.1.1. E1 – AS BUILT Symbol list

1.3.1.2. E2 – AS BUILT Fixture schedule

1.3.1.3. E10 – AS BUILT Secondary single line diagram

1.3.1.4. E13 – AS BUILT Quad 3 Electrical plan

1.3.1.5. E14 - AS BUILT Quad 4 electrical plan

1.3.1.6. E22 - AS BUILT Fixture mounting detail

1.3.1.7. E23 - AS BUILT Fixture mounting detail

1.3.1.8. E24 – AS BUILT Details

1.3.1.9. E25 - AS BUILT Details

----- 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 -----

SECTION 01011 - SPECIAL REQUIREMENTS

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DIVISION 01 - GENERAL REQUIRMENT

SECTION 01011

SPECIAL REQUIREMENTS

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes Replacement of existing High Pressure Sodium lamps with new LED lamps and incidental related work.

Scope of Work:

1. Disconnect 14 existing 1" conduits feeding existing HPS lamps at relay boxes located on lighting busway #3 and #4 as shown in the drawing and terminate these conduits and wires in a new junction box near relay boxes. Existing conduits and lighting bus way is located 50 ft. above warehouse floor level.

2. Remove all existing high pressure sodium lamps and fixtures in section 3 and

4. Existing luminaires are installed on the ceiling trusses about 50 feet above warehouse floor level.

3. Supply 90 and install 44 LED high bay luminaire in each section 3 and 4. New LED luminaire shall be 120/277 V, 252W or less, nominal lumen output 35,448 Lm or more, drive current 525 mA or less, 5700K color temperature, 80 degree beam spread, CRI 70 or more, power factor > 0.9, THD < 5%, 10 years manufacturer warranty, light gray finish, 100,000 + life hours, UL certified, USA made, model: LPPe High Bay Apollo LE-HBA-252-57-MV-5 or approved equal.

4. Supply all hardware required to install lighting fixtures to existing ceiling trusses. All new luminaries shall be seismically secures.

5. Supply and install Toggle switches as shown in the drawing. Toggle switches (SQ D or approved equal) shall be indoor surface mounted.

6. Existing wires and conduits may be used to feed new LED luminaires.

7. All new LED luminaires must be above existing crane guide rail and aligned with center line of rack aisles.

8. Racks in the warehouse can be used as support to remove/install lighting fixtures and conduits.

9. Install four new 20A 1P bolt on type circuit breakers (SQ D or approved equal) in section 3 Panel 3HA. Ckt. # 11, 13, 15, 17.

10. Install four new 20A 1P bolt on circuit breakers (SQ D or approved equal) in section 4 Panel 4HA. Ckt. # 10, 12, 14, 16.

11. Install new ¾ conduits EMT and THHN #12 CU wires to feed new lighting fixtures and their control as shown in the drawings.

12. Remove all 7 fluorescent lamps and fixtures (four 8 ft. and three 4 ft.) located indoor 15 ft. high on East wall in section 4 and remove all ¾” conduits/wires feeding them from Panel 4LB. Install knockout covers to plug holes in the panel.

13. Remove all 8 fluorescent lamps and fixtures (4 ft.) located indoor 15

ft. high on East wall in section 3 and remove ¾” conduits/wires feeding them from Panel 3LB. Install knockout covers to plug holes in the panel.

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Optional Work: Separate bid line item.

14. Supply 90 and install 88 stainless steel wire spring roll up reel (winch) with powder coated steel hardware, 60 ft., #10 AWG capable to hang above mentioned lighting fixture without unwinding. Spring tensile strength should not be less than three times the weight of the fixture with 10 years manufactures warranty. Roll up reel shall be seismically secured to trusses.

Supply 90 and install 88 power extension cord roll up reel with powder coated steel hardware, 60 ft., #12, 3W with 10 years manufactures warranty. Roll up reel shall be seismically secured to trusses. Stainless steel wire spring roll up reel, power extension cord roll up reel and lighting fixtures shall be installed in combination. Power extension cord roll up reel and stainless steel wire spring roll up reel shall be attached to the ceiling trusses. LED luminaire shall be hung to stainless steel wire spring roll up reel. Power cord from power extension cord roll up reel shall be connected to LED luminaire. Conduits shall feed power to power extension cord roll up reels.

LED luminaire pull shall be tested (10 times) after installation so that it can be laid down on the floor for maintenance purposes.

15. Supply 90 and install 88 cable reel 60 ft. active travel, 12AWG 3C SOOW cable, lift application, 600V rated slip rings, NEMA 4, powder coated steel with zinc plated hardware, minimum cable reel pull of 40 lbs with 10 years manufactures warranty. Make Conductix Wampfler, model REEL PR PEFS-B-D03 L 60FT 12/3 40 LB or approved equal. Reel shall be seismically secured to ceiling trusses. Reel and lighting fixtures shall be installed in combination Cable reel shall be connected to luminaire and power feeding wires. Conduits shall run power wires to cable reel. LED luminaire pull shall be tested (10 times) after installation so that it can be laid down on the floor for maintenance purposes.

General requirements:

1. Section 3 and 4 of building 30 has racks of about 40 feet high. New LED lamps shall be installed above the racks and tied to trusses about 50 feet height above the floor. Racks have 5 feet aisles. Only three aisles at a time would be made available to the contractor for construction purposes. Rest of the warehouse including various conveyors and robot cranes would be operational.

Contractor would be required to work around them without interfering with warehouse operations. Existing rack structure can be used to access ceiling above the racks. Contractor shall submit construction schedule for government approval a minimum of three weeks before any construction activity.

Contractor shall submit safety plan to access ceiling above the racks and rest of the warehouse for government approval three weeks before any construction activity.

2. Contractor shall provide a complete working and tested lighting system.

3. Construction safety plan shall be approved by the government.

4. Construction shall be done in stages of lighting zones. One lighting zone shall be made available at a time for a maximum of two weeks.

5. Submittals must be approved by the government of all material prior to installation. Three weeks submittal approval time is required.

6. Any power outage requires minimum of two weeks’ notice.

7. Old Lighting fixates and lamps shall be returned to the government at disposition services located at site as per their protocol.

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8. All work requiring power outage shall be done on Sunday or other approved holiday.

9. Three sets of final approved submittals and as built drawings (full size and half size ACAD and PDF) in CD and hard copy is required. Government will provide warehouse general layout AUTOCAD drawings.

10. Items shown in submittal register are tentative and can be additional items can be added or deleted.

11. Specifications in the drawing and scope of work are both inclusive in the project.

12. Contractor shall field verify all measurement and connections before commencing work.

13. All material supplied shall be UL approved.

1.1.2 All construction shall comply with latest UFC, ASHRAE, NFPA, NEC and other applicable codes.

1.1.3 Location

The work shall be located at the Defense Logistics Agency, Tracy, California approximately as indicated. The exact location will be shown by the Contracting Officer.

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.

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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

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.

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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

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

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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.

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

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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 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

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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 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

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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 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 01140 - WORK RESTRICTIONS

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SECTION 01140

WORK RESTRICTIONS

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01330 SUBMITTAL PROCEDURES:

• Completed Special Access Determination Form; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.2.1 The DDJC will remain in operation during the entire construction period.

This facility is in operation 24 hours a day, 6 days a week, year around.

The Contractor shall conduct his operations so as to cause the least possible interference with normal operations at this facility.

1.2.2 Permission to interrupt any roads on this base and/or utility services shall be requested in writing a minimum of 7 calendar days prior to the desired date of interruption.

1.2.3 The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations and other projects that may be underway concurrently with this project. Identify on the construction schedule each factor which constitutes a potential interruption to operations or other projects.

1.2.4 Work will be phased to reduce interruption to mission and office functions. Section 3 and 4 of building 30 has racks of about 40 feet high. New LED lamps shall be installed above the racks and tied to trusses about 50 feet height above the floor. Racks have 5 feet isles. Only three isles at a time would be made available to the contractor for construction purposes. Rest of the warehouse including various conveyors and robot cranes would be operational. Contractor would be required to work around them without interfering with warehouse operations. Existing rack structure can be used to access ceiling above the racks. Contractor shall submit rack wise construction schedule for government approval a minimum of three weeks before any construction activity.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed and working on this Defense Depot become familiar with and obey Defense Depot regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. Wear hard hats in all construction areas and in other designated areas. Do not enter any RESTRICTED areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.3.2 Working Hours

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Regular working hours shall consist of a 9-hour period established by the Contracting Officer, normally Monday through Friday, 7:00 a.m. to 4:30 p.m., excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 7 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied and Existing Buildings

The Contractor shall be working in existing buildings and around existing buildings which are occupied. The existing buildings and their contents shall be kept secure at all times.

1.3.5 Utility Cutovers and Interruptions

1.3.5.1 Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

1.3.5.3 Operation of Station Utilities: The Contractor shall be responsible for the operation of control devices in the DDJC utilities system, including water, sewer, electrical, and steam services. The Government will provide supervision and direct which control devices to operate. The Contractor shall not operate control devices except when the COR is present. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

1.4.1 Personnel and Vehicle Security

1.4.1.1 Commercial Vehicles

Vehicle passes will be issued for both contractor personal vehicles and for each commercial vehicle required for the job, authorizing entry and parking within the DDJC. Every vehicle entering the DDJC will display the pass on the dashboard or visor (facing outward). The pass will be visible at all times while in the DDSP. Parking is limited to those areas that are specifically identified on the pass. If additional passes are required, present adequate justification to the Pass and ID Office via the Contracting Officer.

1.4.1.2 Parking

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Do not park on or block the marked fire lanes or crane rail traveling zones (marked in yellow) at any time. An exception may be made for vehicles which are part of the equipment needed to do the required work.

1.4.1.3 Vehicle Searches

Vehicles are subject to search while entering, remaining in, or leaving the Depot. Methods of search include, but are not limited to visual search and search by trained canine.

1.4.1.4 Areas Not Covered by Contract

Contractor personnel will not be permitted to enter Depot buildings, spaces, and areas not covered by this contract except on prior approval of the Depot department/office/shop having jurisdiction of the areas.

Coordinate action with the Contracting Officer to obtain such entry approval.

Contractor employees will be allowed to use the following DDJC cafeterias during normal hours of operation:

• Building 16 Cafeteria

• Building 100 Cafeteria

1.4.1.5 Identification Badges - comply with the following:

1.4.1.5.1 Submit a Visit Request for each person that will be required to work on-site to the Security Officer via the Contracting Officer at least 1 week prior to the start date. Request forms will be provided by the Contracting Officer or the COR.

1.4.1.5.2 Contract employees and representatives requiring access are U.S.

citizens or legal residents of U.S.

1.4.1.5.3 Under no circumstances shall contractor personnel hand carry their own visit request.

1.4.1.5.4 Contract employees shall provide documented proof of U.S. citizenship or legal residency to the Pass and ID Office prior to being issued a Depot badge.

1.4.1.5.5 Contract employees shall be available for interviews upon request by the Depot Security Specialist.

1.4.1.5.6 Contract employees shall wear and display the Depot badge at all times while entering, remaining in, and exiting Depot spaces and each badge shall be used only by the specific individual named on the badge.

1.4.1.5.7 Maintain strict accountability over identification badges and passes issued by the Pass and ID Office both on and off base. Return badges/passes to the Pass Office immediately upon termination of any employee, expiration, completion of contract, or when no longer

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1.4.2 Photographs

Photography is prohibited on the Depot. When operationally required, submit a written request containing specific justification and detail to the Security Officer via the COR.

----- END OF SECTION

SECTION 01320 - PROJECT SCHEDULE

Page 1/12

SECTION 01320

PROJECT SCHEDULE

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

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3.5.5.2 Project Milestone Dates

3.5.5.3 Critical Path

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

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

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DIVISION 01 GENERAL REQUIREMENTS

SECTION 01320

PROJECT SCHEDULE

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

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES:

Project construction schedule

Part 2 PRODUCTS Not Used

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.

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'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

Page 4/12 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, 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 Project Schedule. Manual methods used to produce any required information shall require approval by the Contracting Officer.

3.3.1 Use of 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 the Precedence Diagram Method (PDM).

3.3.2 Level of Detail Required

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 Durations

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.

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 Critical Activities

The following activities shall be listed as separate line activities on the Contractor's project schedule:

3.3.2.4.1 Schedule of proposed rack isle sequence for access and installation of lighting fixtures.

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3.3.2.5 Government Activities

Government and other agency activities that could impact progress shall be shown. These activities include, but are not limited to:

approvals, design reviews, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.2.6 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.

3.3.2.7 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.

3.3.2.8 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 refers, but is not limited to the procurement chain of activities including such items as design package submissions, design reviews, review conferences, permits, 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.

3.3.3 Scheduled Project Completion

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

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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. The Contractor shall include as the last activity in the project schedule an activity called "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 on which 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

Page 7/12 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 scheduling software systems. Actual Start and Finish dates on the schedule shall match those dates provided 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.

3.4 PROJECT SCHEDULE SUBMISSIONS

The Contractor shall provide the submissions as described below. The data required for each submission are contained in paragraph SUBMISSION REQUIREMENTS below.

3.4.1 Initial Project Schedule Submission

The Initial Project Schedule, defining the Contractor's planned operations for the entire project shall be submitted for approval at the preconstruction conference.

3.4.2 Periodic Schedule Updates

Based on the result of progress meetings, specified in "Periodic Progress Meetings," the Contractor shall submit periodic schedule updates. These submissions shall enable the Contracting Officer to assess Contractor's progress. If the Contractor fails or refuses to furnish the information and project schedule data, which in the judgment of the Contracting Officer or authorized representative is necessary for verifying the Contractor's progress, the Contractor shall be deemed not to have provided an estimate upon which progress payment may be made.

3.4.3 Standard Activity Coding Dictionary

The Contractor shall use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11, Appendix A.

This exact structure is mandatory, even if some fields are not used.

3.5 SUBMISSION REQUIREMENTS

The following items shall be submitted by the Contractor for the initial submission, and every periodic project schedule update throughout the life of the project:

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3.5.1 Data Disks

Two copies of the data disks containing the project schedule shall be provided. Data on the disks shall adhere to the SDEF format specified in ER 1-1-11, Appendix A.

3.5.1.1 File Medium

Required data shall be submitted on CD, unless otherwise approved by the Contracting Officer.

3.5.1.2 Disk Label

A permanent exterior label shall be affixed to each CD submitted.

The label shall indicate the type of schedule Initial, Update, or Change), full contract number, project name, project location, data date, name and telephone number of person responsible for the schedule.

3.5.1.3 File Name

Each file submitted shall have a name related to the schedule data date, project name, or…