Atch_1,_SOW_Rev1_1_May_17.pdf

Replace Transformers

PROJECT #: GHLN 13‐0015

Rev1 1 May 2017

GLOBAL STRIKE COMMAND

90 CES/CENM

F.E. WARREN AIR FORCE BASE, WYOMING

General Requirements Section 01 00 00 Page 1

SECTION 01 00 00 ‐ GENERAL REQUIREMENTS

1.1 SCOPE

1.2 STATEMENT OF WORK

1.3 EXTERIOR ELECTRICAL DISTRIBUTION SYSTEM REMOVE AND REPLACEMENT

PROCESS

1.4 CONTRACTOR RESPONSIBILITIES

1.5 WORK BY GOVERNMENT

1.6 OCCUPANCY

1.7 EXISTING CONDITIONS AND HAZARDS

1.8 WORKING HOURS

1.9 PERFORMANCE PERIOD / WINTERTIME SUSPENSION PERIOD

1.10 DRAWINGS

1.11 DEFINITIONS

1.12 SUBMITTALS

1.13 INDUSTRY STANDARDS

1.14 BUILDING CODES, LAWS, AND REGULATIONS

1.15 SAFETY STANDARDS

1.16 WORK SITE ACCESS

1.17 STORAGE, STAGING AND PARKING

1.18 TEMPORARY UTILITIES

1.19 TEMPORARY SANITARY FACILITIES

1.20 PROJECT SUPERVISION

1.21 COORDINATION AND PROJECT MEETINGS

1.22 CONSTRUCTION METHODS AND MEANS

1.23 QUALITY CONTROL AND INSPECTION

1.24 PRE-FINAL AND FINAL INSPECTIONS

1.25 BARRICADES, FENCING, WARNING SIGNS AND RELATED DEVICES

1.26 CUTTING, PATCHING, AND REPAIRING

1.27 PROTECTION AND RESTORATION OF PROPERTY

1.28 SPECIAL ALTERATION AND RENOVATION REQUIREMENTS

1.29 ROAD CLOSINGS

1.30 WELDING, CUTTING AND BRAZING PERMITS:

1.31 SPILL PREVENTION AND RESPONSE:

1.32 DISPOSAL AND CLEANUP:

1.33 MAINTENANCE AND WARRANTY (M & W) MANUALS:

1.34 WRITTEN GUARANTEES

1.35 SECURITY

General Requirements Section 01 00 00 Page 2

1.36 POCs

1.37 OPSEC

General Requirements Section 01 00 00 Page 3

1.1 SCOPE

(1) Provide all labor, means, operations, materials, equipment, accessories and incidentals necessary for performing all operations required for the replacement of three end of life transformers in the Weapons

Storage Area (WSA) at at F.E. Warren AFB, Wyoming, and replace the primary and secondary feeder circuits to these transformers in strict accordance with these specifications, applicable drawings, other attachments and the terms and conditions of the contract.

(2) Provide any special permits and licenses that may be required.

(3) Contact the 90th Contracting Squadron (90 CONS) for any technical and engineering issues.

1.2 STATEMENT OF WORK

(1) Contractor shall complete related or incidental work which is manifestly necessary or customary to finish the project and provide a complete installation.

(2) All costing shall be a firm, fixed price based on unit costs and quantities outlined for each line item.

(3) Listed items and manufacturers are not intended to limit the selection of equal line items and materials from other manufacturers. They are indicated to establish the basis of design and specific characteristics of particular items including energy star label and recycled content.

1.3 EXTERIOR ELECTRICAL DISTRIBUTION SYSTEM REMOVE AND REPLACEMENT PROCESS

The process for exterior electrical distribution system remove and replacement is as follows:

(1) Primary Feeders Replacement

(a) Demo existing 15KV EPR electrical service primary conductors and all 200A load break elbow connections starting at electrical switch SG‐D/WAPA2‐7. New 15KV, 220 mil wall, 133% insulation, aluminum conductor, full neutral conductor will be pulled through existing 1 ‐ 3½ inch conduit to, and through manhole MH‐D‐13 and terminating at new PME switch SG‐D‐001. SG‐D‐001 shall be mounted on a new boxpad with four point junction, adjacent to existing manhole MH‐D‐18. Switch

SG‐D‐001 shall be provided with and 200A load break elbows. Distance of run is approximately 860 ft.

(b) Replacement of the primary conductor continues from SG‐D‐001 and is pulled using existing 1 ‐ 3½ inch conduit through existing manhole MH‐D‐18, terminating at new PME switch SG‐D‐002. Switch

SG‐D‐002 shall be mounted on a new boxpad with four point junction, adjacent to existing MH‐D‐19.

Terminations shall be made with new 200A load break elbows. Distance of run is approximately 280 ft.

(c) The replacement of the primary conductors continues at new PME switch SG‐D‐002 and is pulled through manhole MH‐D‐19 using existing 1 ‐ 3½ inch conduit, to existing switch SG‐D‐8. Terminations

General Requirements Section 01 00 00 Page 4 shall be made with new 200A load break elbows. Distance of run is approximately 200 ft.

(2) Building 1151

(a) The existing 15KV EPR electrical service primary will be disconnected from transformer T‐D‐ 1151, and disconnected from the existing connections in manhole MH‐D‐18. The existing conductors will be removed from the conduit. New 15KV, 220 mil wall, 133% insulation, aluminum conductor, full neutral electrical service primaries will be pulled through manhole MH‐D‐18, using existing 1 ‐ 3½ inch conduit. Make new terminations at T‐D‐1151 with new 200A load break elbows and at new PME switch SG‐D‐002. Provide full service loop of cable at each end of the connection. Distance of run is approximately 250 ft.

(3) Building 1152

(a) The existing 15KV EPR electrical service primary will be disconnected from transformer T‐D‐1152A, and disconnected from the existing connections in SG‐D‐8. The existing conductors will be removed from the conduit. New 15KV, 220 mil wall, 133% insulation, aluminum conductor, full neutral electrical service primaries will be pulled through existing 1‐ 3½ inch conduit made with new terminations at T‐D‐1152A at SG‐D‐8. All terminations shall be 200A load break elbow. Provide full service loop of cable at each end of the connection. Distance of run is approximately 400 ft.

(4) Tapped Primary Conductors

(a) Disconnect the existing 15KV tapped electrical service conductors from T‐D‐1152A and T‐D‐ 1152B and remove from the existing conduit. Pull new 15KV, 220 mil wall, 133% insulation, aluminum conductor, full neutral electrical primary service conductors through existing 1 ‐ 3½ inch conduit and terminate conductors with new terminations at T‐D‐1152A and T‐D 1152B. All terminations shall be

200A load break elbows.

(5) Building 1175

(a) Disconnect and remove the existing 15KV EPR electrical service primary between transformer TD‐

1175 connections within manhole MH‐D‐19. Pull new 15KV, 220 mil wall, 133% insulation, aluminum conductor, full neutral conductor using existing 1‐ 3½inch conduit from new switch SGD‐ 002 to T‐D‐

1175. All terminations shall be 200A load break elbows. Provide full service loop of cable at each end of the connection. Distance of run is approximately 300 ft.

(6) Secondary Feeders – Building 1151

(a) Disconnect and remove the existing 9 ‐ 350KCMIL, and 3 – 2AWG ground conductors from transformer T‐D‐1151 and panel PB1. Pull new 9 ‐ 350KCMIL, and 3 – 2AWG ground conductors using existing 3 – 4 inch PVC conduit and make new connections to T‐D‐1151 and PB1. All terminations shall be 200A load break elbow. As builts show a 4 – 4 inch buried concrete duct bank from Bldg.

1151 to T‐D‐1151. Distance of run is approximately 150 ft.

(7) Secondary Feeders – Building 1152

(a) Disconnect and remove the existing 6 ‐ 250KCMIL, and 2 – 2AWG ground conductors from transformer T‐D‐1152A and MCC1. Pull new 6 ‐ 250KCMIL, and 2 – 2AWG ground conductors using existing 2 – 3 inch conduit P‐1, and make new connections to T‐D‐1152A and MCC1. Disconnect and remove the existing 6 ‐ 250KCMIL, and 2 – 2AWG ground conductors from transformer T‐D‐1152A

General Requirements Section 01 00 00 Page 5 and panel MCC2. Pull new 6 ‐ 250KCMIL, and 2 – 2AWG ground conductors using existing 2 – 3 inch conduit P‐2 and make new connections to T‐D‐1152A and MCC2.

(b) Disconnect and remove the existing 4 ‐ 6AWG conductors from transformer T‐D‐1152B and panelboard in Bldg. 1166. Pull new 4 ‐ 6AWG conductors through new 1 – 1½ inch conduit and make new connections to new disconnect DS1 and T‐D‐1152B. Using existing 1 – 1½ inch conduit P‐5, pull new 4 ‐ 6AWG conductors and make new connections to DS1 and Bldg. 1166. Disconnect and remove the existing 4 ‐ 500KCMIL conductors from transformer T‐D‐1152B and panel LP‐6 in Bldg.

1152. Pull new 4 ‐ 500KCMIL conductors through new 1 – 1½ inch conduit and make new connections to new disconnect DS2 and T‐D‐1152B. Using existing 1 – 1½ inch conduit P‐6, pull new

4‐ 500KCMIL conductors and make new connections to DS2 and panel LP‐ 6 in Bldg. 1152.

(c) Disconnect and remove the existing 4 ‐ 500KCMIL conductors from transformer T‐D‐1152B and MDP in Bldg. 1152. Pull new 4 ‐ 500KCMIL conductors through new 1 – 4 inch conduit and make new connections to new disconnect DS3 and T‐D‐1152B. Using existing 1 – 4 inch conduit P‐7, pull new 4 ‐

500KCMIL conductors and make new connections to DS3 and MDP in Bldg. 1152. New disconnects

DS1, DS2, and DS3 are to be mounted on a riser in close proximity to T‐D‐ 1152B.

(8) Transformer Replacement – T‐D‐1151

(a) T‐D‐1151 is a 750KVA, 13.8 KV–480/277V padmounted transformer that will be replaced in‐kind with a new transformer of similar specifications.

(9) Transformer Replacement – T‐D‐1152A

(a) The Contractor shall T‐D‐1152A is a 500KVA, 13.8 KV–480/277V padmounted transformer that will be replaced in‐kind with a new transformer of similar specifications.

(10) Transformer Replacement – T‐D‐1152B

(a) T‐D‐1152B is a 350KVA, 13.8 KV–208/120V padmounted transformer that will be replaced in‐kind with a new transformer of similar specifications.

(11) Service Equipment – Boxpad Mounted PME Switch

(a) Two switch compartments. Options include P1 Arrestor Provisions and G7 Inner Barriers. Inner

Barriers Panels secured by recessed pentahead bolts. Interlocks are not required and must be removed if equipped before energizing the switch.

(12) Service Equipment – Service Transformers

(a) Three Phase transformers shall be internal loop feed type, dead‐front, compartmentalized 200A, 15KV bushing wells and standard inserts, three Bay‐O‐Net oil immersed in series with ELS‐P current limiting fuses, three load break switches with a minimum current rating of 200A each, 3 switch 200A load break internal type switch, internal tap changer with taps 2 @ 2.5% above and below nominal voltage rating, oil temperature gauge, liquid level gauge, pressure vacuum gauge, 1 inch drain valve, three surge elbow arrestors (8.40 MCOV for solidly grounded neutral circuits), Danger High Voltage decal(s). DOE 2010 Transformer efficiency standards. Less‐flammable biodegradable fluid with no detectable level of PCB, aluminum or copper windings are acceptable, Delta‐Wye. Transformer secondary must have clock wise rotation.

General Requirements Section 01 00 00 Page 6

(13) Service Equipment – Primary Electrical Condunctors

(a) Primary conductors shall be rated for use underground, 15KV, 220 mil wall, 133% insulation, aluminum conductor, full neutral.

(14) Service Equipment – Secondary Electrical Conductors

(a) Secondary conductors shall be rated for use underground, 15KV, 220 mil wall, 133% insulation, copper conductor, full neutral.

(15) Service Equipment – Electrical Service Disconnects

(a) Electrical disconnects shall be heavy duty and be contained in an all‐weather NEMA enclosure.

Disconnect shall be fused according to circuit requirements.

(16) Service Equipment – Grounding System

(a) All exterior electrical systems will be grounded in accordance with Article 250 of the 2014 National

Electrical Code.

(17) Service Equipment – Equipment Grounding Conductors

(a) Green equipment grounding conductors, sized in accordance with NFPA 70, are provided in all conduits. Equipment grounding bars are provided in all panelboards. The equipment grounding conductors are carried back to the service entrance grounding connection.

(18) Service Equipment – Earth Electrode System

(a) The maximum resistance measured of each electrode system does not exceed 5 ohms under normally dry conditions. Ground rods are ¾ inch x 10 feet copper clad ground rods.

(19) Service Equipment – Transformer Feeders

(a) Sizes for primary and secondary feeders for transformers are based on the transformer KVA and estimated load. This criterion also applies to the service entrance conductors.

(20) Service Equipment – Derating

(a) Ampacity of conductors are derated per NEC Article 310, if more than three current carrying conductors are installed in a raceway. Four wire feeders where neutral is considered a current carrying conductor are derated per the NEC.

(21) Construction Phasing Plan

Contractor shall provide a Construction Phasing Plan. Plan shall outline, but are not limited to the following elements:

(a) Replacement of primary electrical conductors and associated equipment within and outside the WSA.

(b) Replacement of three transformers and associated equipment.

(c) Replacement of transformer secondary conductors and associated equipment.

The plan shall minimize electrical outages that will compromise the mission at the WSA. Site utilities must remain in operation throughout construction. During transformer replacement, provide temporary utilities to buildings effected by transformer replacement. Contractor shall coordinate electrical outages

General Requirements Section 01 00 00 Page 7 with the Contracting Officer Representative (COR) at least two weeks in advance. Buildings 1151 and

1152 shall be occupied and remain fully mission capable throughout all phases of construction. Should the scope of the Project change, the Contractor is responsible for contacting the COR prior to beginning work. Contractor shall coordinate the identification of underground utilities by field verification and information provided by the installation prior to beginning work. The Construction Phasing Plan shall be submitted to COR for review and coordination with the WSA.

1.4 CONTRACTOR RESPONSIBILITIES

(1) The Contractor will dispose of all materials from all demolition. The Government reserves the right to retain all salvageable materials removed under this contract.

(2) All normal and expected debris not identified on the material disposal list and/or identified by the

Government as salvageable shall be removed from the job site each day. On completion of the project, the contractor shall remove all rubbish and accumulated materials and scrap from the premises leaving the job site in a clean, acceptable condition. Any adjacent areas which are damaged by the contractor due to demolition or removal shall be repaired or replaced to a minimum of existing conditions and to the satisfaction of the contracting officer or authorized contracting officer representative. All scrap and debris shall be disposed of off base.

(3) The Contractor shall ensure all work in F.E. Warren’s Historic District shall have no adverse effect on buildings in accordance with the Facilities Excellence Plan or in accordance with Wyoming State Historic

Preservation Office (WYSHPO) Guidelines. If new electrical system will have adverse effect on the building, the Contractor shall stop all work in the affected area and notify Contracting Officer immediately.

(4) The dynamic conditions of the base and mission essential activities may preempt policies and regulations without notice. The Contractor maybe required to alter or to adjust operations at any time. This may involve restricting or limiting activities, ceasing operations, and/or exiting the base until further notice.

1.5 WORK BY GOVERNMENT

(1) The Government shall also accomplish or provide the following:

(a) Notice to Proceed

(b) Pre‐construction meeting

(c) An on‐base staging area will be made available. Direction and instruction will be through the

Contracting Officer.

(d) Contract Specifications, statement of work, and existing state drawings

(e) Signed and dated returned submittals

(f) Site and area access security

(2) Preparation work shall be inspected and approved by the Contracting Officer or authorized Contracting

Officer representative before any materials are applied.

1.6 OCCUPANCY

General Requirements Section 01 00 00 Page 8

(1) The contractor shall be responsible for coordinating all phases of his/her operations with the appropriate base personnel through the contracting officer. Advance notice of not less than five (5) working days will be given to the contracting officer or authorized contracting officer representative prior to any operations. The contractor shall cooperate fully with base personnel in these operations.

(2) The Government intends to occupy all buildings during construction.

(3) Cooperate with the Government to minimize conflict, and to facilitate Government operations. Schedule the Work to accommodate Government occupancy.

1.7 EXISTING CONDITIONS AND HAZARDS

(1) Field verify all existing conditions, existing construction, dimensions, quantities, other pertinent requirements and suitability for the intended use prior to starting work activities, ordering materials or fabricating components. Determine special requirements or precautions required for items to be renovated or removed.

(2) Prepare written inventory of facility prior to starting work including condition, defects, and equipment present (for purposes of establishing liability for any damages or losses later).

(3) Do not obstruct or close roadways, sidewalks or exit ways without authorization.

1.8 WORKING HOURS

Normal working hours for the Contractor will be 7:30 a.m. to 4:30 p.m. excluding Saturdays, Sundays, and Federal holidays. Notify the Contracting Officer in writing three days in advance if work is desired during other time periods. If Inspectors will be available, a modified work period may be authorized. If Inspectors are required to work other than their normal duty/days solely for the benefit of the Contractor, the actual cost of inspections at overtime rates will the charged to the Contractor and an adjustment made to the contract price.

1.9 PERFORMANCE PERIOD / WINTERTIME SUSPENSION PERIOD

(1) The base bid period of performance (PoP) is set at 120 calendar days. The breakdown of the PoP for the base bid and six (6) additions are as follows:

(a) Base: 120 calendar days

(b) Addition 1: 11 calendar days

(c) Addition 2: 32 calendar days

(d) Addition 3: 43 calendar days

(e) Addition 4: 20 calendar days

(f) Addition 5: 19 calendar days

(g) Addition 6: 13 calendar days

(2) Winter Suspension: In the case of the winter season, the contractor will notify the Government their intent to stop operations due to weather. 90th Civil Engineering Squadron (CES) will validate that the

General Requirements Section 01 00 00 Page 9 weather no longer allows work to be performed within the specifications. The Contract will be placed into suspension and the remaining number of Period of Performance (PoP) days will be documented.

When the Contracting Officer (CO) determines the suspension is to be lifted, a new completion date will be calculated based on the remaining PoP days for the contract.

(3)

1.10 DRAWINGS

(1) The drawings are based on record drawings, surveys, on‐site observations and field measurements made by the government and others.

(2) Check and compare all drawings immediately upon their receipt and notify the contracting officer of any discrepancies.

(3) Verify all dimensions and quantities shown and adequacy of available spaces prior to construction or ordering materials.

(4) Follow dimensions marked on drawings in lieu of scaled measurements.

(5) All as‐built drawings must be altered and submitted in AutoCAD version 2014. Hard copies must also be submitted. See table in Article 1.15 Submittals.

1.11 DEFINITIONS

Use of certain phrases or words on the drawings or specifications have the following definitions:

(a) The term "replace" means remove and dispose of existing material or item and furnish and install a similar new material or item that matches both the original material and remaining adjacent materials or items.

(b) The term "reinstall" means remove existing material or item and reinstall same material or item properly aligned, plumb and secure to match existing adjacent materials or items.

(c) The terms "provide" or "furnish" mean furnish and install unless otherwise indicated.

(d) The term “CO” shall mean the Contracting Officer.

(e) The term “Owner” shall mean the Government.

1.12 SUBMITTALS

(1) Provide submittals called for by the Technical Specifications to the Contracting Office, 90 CONS/LGCA, 7505 Barnes Loop, Bldg. 208, F. E. Warren AFB, Wyoming. 82005‐2860. Transmit each Technical Submittal to the Contracting Office using AF Form 3000. Submittals received from sources other than the

Contractor will be returned without action.

(a) PRODUCT DATA, AND OTHER SUBMITTALS: One (1) digital and three (3) paper copies, minimum.

Wet signatures are required (scanned PDF copies are acceptable). The Government will retain two

(2) copies and return the remainder to the Contractor, marked with action taken and corrections or modifications required.

(b) SAMPLES: One (1) set, minimum. The Government will retain this set.

General Requirements Section 01 00 00 Page 10

(2) Review of Technical Submittals by the Government will not be construed as a complete check, but indicates only that the submittals are in general conformance with the design concept and with the information given in the Contract Documents. This approval shall not relieve the Contractor from responsibility for errors and omissions. The Contractor is responsible for field measurements, dimensions, design of adequate connections, details, fabrication processes, and the means, methods, techniques, and procedures for satisfactory installation.

(3) Confirm that the Product Data is in compliance with requirements of the Contract Documents before submitting.

(4) No submittals for colors or finishes will be approved until all samples have been received. All samples will become the property of the Government.

(5) Allow sufficient time for submittal review ‐ four (4) weeks for colors and finishes and two (2) weeks minimum, for other submittals. Advise Contracting Officer when processing time is critical to the progress of the work. The Government reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

(6) Do NOT proceed with purchase, fabrication or installation until an approved submittal has been received.

(7) After submittals have been approved, no resubmittals for the substitution of products will be considered without an acceptable explanation from the Contractor.

(8) Submit a PROGRESS SCHEDULE on AF Form 3064 provided by the Government. The progress schedule shall be submitted no later than five (5) calendar days after the Notice to Proceed (NTP) is issued.

(9) Submit a PROGRESS REPORT on AF Form 3065 provided by the Government. The progress schedule shall be submitted on the first working day of each month.

(10) An AF Form 66 shall be provided for submittal tracking purposes.

(11) No materials shall be purchased until the appropriate submittal is approved and NTP has been issued.

(12) Submit a warranty certificate for tracking purposes to the contracting officer on an AF Form 3000, a

Material Submittal form, for each transformer and switch gear. Warranty paperwork is required for the final payment of each line item, and shall be provided no later than the closeout date of the contract performance period.

(13) See Form 66 for general construction submittals.

1.13 INDUSTRY STANDARDS

General Requirements Section 01 00 00 Page 11

(1) General Applicability of Standards: Applicable standards of the construction industry have the same force and effect (and are made a part of the contract documents when referenced) as if copied directly into contract documents, or as if published copies were bound herewith.

(2) Standards apply only to the technical aspects of manufacture, design and construction. No provision of any referenced standard, manual, or code shall change or increase the duties and responsibilities of the

Government or the Contractor.

(3) Reference standards (referenced directly in contract documents or by governing regulations) have precedence over non‐referenced standards that are recognized in industry for applicability to work.

(4) Non‐referenced standards recognized in the construction industry are hereby defined, except as otherwise limited in contract documents, to have direct applicability to the work and will be so enforced for performance of the work.

(5) Publication Dates: Comply with standard in effect as of date of contract documents.

(a) Copies of Standards: Provide where needed for proper performance of the work; obtain directly from publication sources.

(b) On items effected by the July 25, 1991 Executive Order 12770 covering the use of metric (SI) system the contractor will acknowledge the format, however the American standard format will govern during construction until the point that the suppliers are utilizing the metric (SI) system.

1.14 BUILDING CODES, LAWS, AND REGULATIONS

(1) Comply with the latest editions of the INTERNATIONAL BUILDING CODE.

(2) Comply with all other FEDERAL, STATE, and LOCAL LAWS and REGULATIONS that apply to this project.

1.15 SAFETY STANDARDS

(1) Comply with requirement of the CHIEF OF SAFETY for the protection of Air Force Personnel and Property.

(2) Comply with the rules, regulations, standards and requirements of the DEPT. OF DEFENSE (DOD), WYOMING DEPT. OF ENVIRONMENTAL QUALITY (DEQ), EPA AND OSHA regarding disturbing, removing and disposing of HAZARDOUS MATERIALS (ASBESTOS, LEAD‐BASED PAINTS, PIGEON DROPPINGS and

OTHER HAZARDOUS MATERIALS.)

(3) Comply with CORPS OF ENGINEERS SAFETY & HEALTH REQUIREMENTS MANUAL EM 385‐l‐l (Oct 1992), OSHA STANDARDS, and other applicable rules, regulations, standards and requirements regarding

WORKER SAFETY.

(4) Comply with WYOMING OCCUPATIONAL HEALTH AND SAFETY RULES AND REGULATIONS FOR

CONSTRUCTION.

(5) Comply with the EPA, DEQ, and Federal, State, and Local Requirements.

General Requirements Section 01 00 00 Page 12

1.16 WORK SITE ACCESS

(1) Coordinate access to the Base and Project Facility for personnel and equipment with the Contracting Officer.

(2) Badges, vehicle passes, and deliveries all must be coordinated with the CO/COR.

1.17 STORAGE, STAGING AND PARKING

(1) Space is available at the project site, for the Contractor's parking, in designated parking areas outside the

WSA. Coordinate with CO/COR.

(2) No sodded or landscaped areas or exit ways shall be used for storage, staging, or parking, except as coordinated with the CO/COR.

(3) Storage and staging area will be coordinated with the CO/COR.

1.18 TEMPORARY UTILITIES

Utilities will be provided at job site for work required. Any special requirements will be provided by Contractor.

1.19 TEMPORARY SANITARY FACILITIES

Contractor shall provide all required portable self‐contained sanitary toilets at a location determined by the COR.

1.20 PROJECT SUPERVISION

(1) Provide a competent superintendent on site at all times for the project. Superintendent shall coordinate and be responsible for the proper and timely layout, scheduling, installation, completion of the work, and must be able to bind the company to the contract.

(2) Lay out and install work in a timely manner and in a sequence to avoid delay or interference with other work. Anticipate and resolve conflicts before work begins. Submit questions to the Contracting Officer or authorized contracting officer representative for resolution before proceeding with the work in question.

(3) All questions will be submitted through the Prime Contractor to the contracting office.

1.21 COORDINATION AND PROJECT MEETINGS

(1) All coordination and meetings will be set up by and through the contracting officer. Any changes to the contract must be through the contacting officer. No other government agent has the authority to produce changes/modifications to the contract.

(2) Conduct coordination/ progress meetings at the project site at regular intervals but not less than once per month. Attendees shall include the Government’s Representatives, Subcontractors and others

General Requirements Section 01 00 00 Page 13 concerned with project progress, coordination or performance, as applicable. These representatives shall be familiar with the Project and authorized to conclude matters relating to coordination & progress.

(3) Conduct a pre‐construction meeting at Contracting before any construction activity is undertaken. The prime Installer shall determine whether representatives of Manufacturers, Fabricators, or other

Subcontractors involved in or affected by the installation and Government Representatives shall attend the meeting.

(4) At the pre‐construction meeting, review the progress of other construction activities, preparations for the particular activity under consideration and other relevant considerations. Consider the following:

(a) Options

(b) Purchases

(c) Deliveries

(d) Shop Drawings, Product Data and quality control Samples

(e) Possible conflicts

(f) Compatibility problems

(g) Time schedules

(h) Weather limitations

(i) Manufacturer's recommendations

(j) Compatibility of materials

(k) Acceptability of substrates

(l) Temporary facilities

(m) Space and access limitations

(n) Governing regulations

(o) Safety

(p) Recording requirements

(q) Protection

(r) Initial installation

1.22 CONSTRUCTION METHODS AND MEANS

The Contractor is solely responsible for construction means, methods, techniques, procedures, fabrication processes, sequences, scheduling, coordination, safety precautions, safety programs and other necessary precautions during construction. The Government will NOT assume responsibility for any of these.

1.23 QUALITY CONTROL AND INSPECTION

(1) The Contractor shall perform quality control to be inspected by the Contracting Officer or the Contracting

Officer’s Representative. An inspector will be on site daily.

(2) Warranty Technical Representative: The Contractor will engage a qualified warranty technical representative acceptable to 90 CES for full‐time inspections on‐site to perform tests and to prepare test reports.

General Requirements Section 01 00 00 Page 14

(3) Final inspection: Arrange for Warranty Technical Representative to inspect transformers and conduit upon completion and submit report to 90 CES.

(4) Notify 90 CES forty‐eight (48) hours in advance of date and time of inspection.

(5) The Contractor shall repair or remove and replace components of the electrical system where test results or inspections indicate that they do not comply with specified requirements.

(6) If final testing fails, additional testing and inspecting, at the contractor’s expense, shall be performed to determine compliance of replaced or additional work with specified requirements.

1.24 PRE‐FINAL AND FINAL INSPECTIONS

The Contractor shall provide the contracting officer or authorized contracting officer representative with an advance notice of not less than five (5) working days when scheduling each and every pre‐final inspection. Pre‐final inspections shall be scheduled such that the contracting officer, or authorized contracting officer representative, is present at the work site during the installation of the ridge cap, when applicable. At the pre‐final inspection, the Work will be inspected by Government representatives, and the Contractor will be given notice of what items, if any, need to be corrected prior to the final inspection. The Contractor will then provide the contracting officer or authorized contracting officer representative with a written advance notice of not less than three (3) working days when scheduling the final inspection. Acceptance of the Work will occur at the final. The contractor shall provide equipment to support Government inspections.

1.25 BARRICADES, FENCING, WARNING SIGNS AND RELATED DEVICES

Erect barricades, safety barriers, barrels, fencing, signs, warning lights, flagging, flagpersons and devices as appropriate to control traffic and to warn and protect the workmen, users, occupants and the public.

All signs shall be professional quality. Comply with latest edition of MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES.

1.26 CUTTING, PATCHING, AND REPAIRING

Patch, repair, replace or restore all finished or unfinished surfaces cut, disturbed or damaged by demolition and construction. Fill, seal or close all holes, voids and openings remaining after demolition activities. Finish to match adjacent surfaces in color, texture and appearance. When adjacent surfaces and finishes cannot be matched, refinish entire surface to nearest intersection.

1.27 PROTECTION AND RESTORATION OF PROPERTY

(1) Contractor shall protect the existing facility, all materials and equipment to be incorporated therein, completed work, site improvements, trees, landscaping, utilities, public ways and other facilities.

(2) Contractor shall promptly remedy all damage or loss resulting from activities or operations under this contract. Restore equivalent to original conditions.

(3) Contractor shall restore disturbed areas to a condition equivalent to or better than that which existed previously.

General Requirements Section 01 00 00 Page 15

1.28 SPECIAL ALTERATION AND RENOVATION REQUIREMENTS

(1) Make smooth, even and neat transitions between new and existing work.

(2) Reinstall materials, equipment or items that are disturbed or removed temporarily. Comply with workmanship and other applicable provisions of technical specification sections for comparable new work. Use new screws and other fastening devices.

1.29 ROAD CLOSINGS

Roads may be closed one lane at a time with vehicular traffic allowed to pass through the construction area. If an entire street is to be closed notify the Government in writing at least two (2) weeks prior to the closing. Comply with separate Article "Barricades, Fencing, Warning Signs and Related Devices.”

1.30 WELDING, CUTTING AND BRAZING PERMITS:

If standing seams or other metal components require welding, a burn permit is required.

1.31 SPILL PREVENTION AND RESPONSE:

(1) Develop a plan for spill prevention and for spill detection, reporting, containment, cleanup and disposal.

A manifest indicating proper disposal is required. All workers shall be familiar with this plan.

(2) Submit copy of this plan to the Contracting Officer for approval.

(3) Contractor is to contain, immediately clean up, and properly dispose of all spills.

1.32 DISPOSAL AND CLEANUP:

(1) Remove all debris, waste and surplus materials from the immediate work areas each day and from the premises at suitable intervals. Transport permits may be required. Disposal shall be at an off‐base location at an established landfill or other site approved for the type of material being removed. Burning or burial at the project site are not acceptable disposal methods.

(2) When the materials are hazardous, dangerous or unsanitary, handle separately from other waste and place in appropriate containers. Provide evidence that all required permits and arrangements for transportation and disposal have been obtained. Provide evidence that the disposal landfill is EPA‐ approved. Provide copy of letter from landfill operator agreeing to accept the waste and documentation regarding proper disposal including waste manifests and landfill receipts.

(3) On completion of the project, leave interior and exterior surfaces including site and streets in a clean, sanitary, odor‐free, acceptable condition, ready for operation and occupancy.

(4) Remove temporary labels, foreign matter, dirt, dust, fingerprints, marks, stains, streaks, splatters, water spots, films, cleaning residue, paint drippings or overspray, cobwebs, mold and mildew from exposed surfaces and accessible spaces.

General Requirements Section 01 00 00 Page 16

(5) Use cleaning materials and procedures as recommended by the manufacturer of the surface being cleaned.

1.33 MAINTENANCE AND WARRANTY (M & W) MANUALS:

(1) Upon completion, submit to the Contracting Officer maintenance and warranty manuals. Assemble data into 3‐ring binders. All pages shall be neatly typed and arranged with labeled dividers. Organize the data into an orderly sequence based on the Table of Contents of the Specifications. Exterior edge of binder to be identified with project name and number at least 1/4 inch high. Submit one copy for advance approval and make changes requested. Provide three (3) sets and a digital copy.

(2) Include the following:

(a) Title page including name of project, date, and preparer.

(b) Table of contents.

(c) Directory listing company name, contact person, address, and telephone number of General

Contractor, all Subcontractors, & Supplier.

(d) Manufacturer's product data sheets and detailed diagrams when required by the Technical

Specifications.

(e) Copies of all guarantees and warranties exceeding one year.

1.34 WRITTEN GUARANTEES

(1) Provide material warranties and one (1) year workmanship warranties as specified for the equipment included in this SOW. All material warranties to be No Dollar Limit (NDL) warranties for the specified number of years per material.

(2) The warranty shall include all labor and material coverage against equipment and components.

(3) All warranties shall also include a Response: the contractor shall perform all repairs required to bring the warranted equipment back to a working condition described below, at no additional cost to F.E. Warren

Air Force Base.

(a) Service will begin upon completion of each section’s final inspection.

(b) The contractor shall respond to each call no later than two calendar days after notification to make necessary repairs in order to bring the system back to working conditions.

(c) A follow‐up contact regarding the system problem area shall be appointed to verify the repair quality.

(d) The contractor will provide Reports to F.E. Warren Air Force Base monthly. These reports shall include the following:

(i) Number of customer calls into the system

(ii) Detailed information of each call

(iii) Response time for each call

(iv) Action(s) taken in response to each call

(v) Overview of follow up recommendations

(4) Warrantor: it is the intention of this specification to have a single company responsible for the performance of the complete electrical system analysis, design, material, and labor under a warranty contract.

General Requirements Section 01 00 00 Page 17

(5) Within fifteen days after final acceptance of the work, obtain and furnish written guarantees for all materials installed under this contract. Furnish with each guarantee the name, address and telephone number of the grantors representative nearest to the location where the material is installed, who, upon request, after completion of the contract, will honor the guarantee during the written guarantee period and will provide the service prescribed by the terms of the guarantee. The materials installed under this contract shall be guaranteed against defective materials, installation and workmanship for a period of not less than the manufacturer's written guarantee for each type of material.

(6) Upon receipt of notice from the Government of failure of the guaranteed material, within the guarantee period of the material and labor, new replacement parts and any necessary installation labor shall be furnished and accomplished by the grantor at no expense to the Government. If the material fails within the guarantee period of the material but beyond the guarantee period of the labor, the grantor shall furnish new replacement materials to the Government at no expense to the Government. Copies of each guarantee shall be included with final as‐built drawings for future reference of maintenance personnel, complete with the effective dates of such guaranteed.

(7) Follow these warranty instructions in conjunction with FAR 52.246‐21, Warranty of Construction.

1.35 SECURITY

The Contractor shall:

(1) Protect all Government property.

(2) Comply with Air Force base physical security regulations and procedures, as specified herein and briefed at the pre‐construction conference.

1.36 POCs

Engineer:

Ms. Alice Hall

90 CES/CENM

300 Vesle Drive, Building 320

FE Warren AFB, WY 82005

COMM: 307‐773‐4768

Email: alice.hall.3@us.af.mil

Project Manager/Construction Inspector:

Mr. Kevin Zimmerman

Construction Management

300 Vesle Drive, Building 320

FE Warren AFB, WY 82005

COMM: 307‐773‐2269

Email: Kevin.Zimmerman.1@us.af.mil

Contracting Officer:

General Requirements Section 01 00 00 Page 18

Mrs. Angela Muzquiz

90th Contracting Squadron

7505 Barnes Loop, Building 208

FE Warren AFB, WY 82005

COMM: 307‐773‐3689

Email: Angela.Muzquiz@us.af.mil

1.37 OPSEC

(1) The Contractor must adhere to Operations Security (OPSEC) requirements.

(2) The following critical information items are related to this project:

(a) De‐Classified Nuclear Information (DCNI)

(b) For Official Use Only (FOUO) Information

(c) Facility Vulnerabilities

(3) Because the above items were identified as OPSEC critical information, the contractor is provided the following attachments: (Note: It is the prime contractor’s responsibility to provide these documents to all sub‐contractors having access to information in 1.43.)

(a) 90 CES Operating Instruction (OI)

(b) 90 CES Critical Information List (Incorporated within the Unit OI)

(c) 90 MW Critical Information List

(4) The prime contractor and anyone having access (including sub‐contractors) to the information in Section

1.43 must be briefing/ trained by the 90 CES OPSEC Program Manager. This briefing is expected to last no more than fifteen (15) minutes and will cover the contractor’s requirements in safeguarding all critical information within the contract.

(5) If there are any questions or concerns about OPSEC Procedures or to schedule training, please contact the 90 CES Unit OPSEC Program Manager or Alternate Manager, located in building 320.

1.38 WEAPONS STORAGE AREA ACCESS

1) The contractor shall obtain base identification and vehicle passes, if required, for all contractor personnel who make frequent visits to or perform work on the Air Force installation(s) cited in the contract. Contractor personnel are required to wear or prominently display installation identification badges or contractor‐ furnished, contractor identification badges while visiting or performing work on the installation.

2) The contractor shall submit a written request on company letterhead to the contracting officer listing the following: contract number, location of work site, start and stop dates, and names of employees and subcontractor employees needing access to the base. The letter will also specify the individual(s) authorized to sign for a request for base identification credentials or vehicle passes. The contracting officer will endorse the request and forward it to the issuing base pass and registration office or Security Forces for processing.

When reporting to the registration office, the authorized contractor individual(s) should provide a valid driver’s license, current vehicle registration, valid vehicle insurance certificate, and [insert any additional requirements to comply with local security procedures] to obtain a vehicle pass.

General Requirements Section 01 00 00 Page 19

3) During performance of the contract, the contractor shall be responsible for obtaining required identification for newly assigned personnel and for prompt return of credentials and vehicle passes for any employee who no longer requires access to the work site.

4) When work under this contract requires unescorted entry to controlled or restricted areas, the contractor shall comply with any additional requirements to comply with AFI 31‐101, Integrated Defense, and AFI 31‐ 501, Personnel Security Program Management, citing the appropriate paragraphs as applicable.

5) Upon completion or termination of the contract or expiration of the identification passes, the prime contractor shall ensure that all base identification passes issued to employees and subcontractor employees are returned to the issuing office.

6) Failure to comply with these requirements may result in withholding of final payment.

7) When work under this contract requires access to secured or restricted areas, the contractor shall comply with any and all requirements in AFI 31‐101 and the Installation Defense Plan to add employees to an Entry Authorization List (EAL). Screening and formatting procedures can take up to 42 days to authenticate.

Therefore, the Prime Contractor is encouraged to start this process upon receiving the Notice of Award (NOA), compiling an exhaustive list of individuals that will require escorted access. Cooperation with the Government Construction Inspect is critical to ensuring this process is successful and efficient.

8) Work within secured and restricted areas requires contractor personnel to be escorted by military personnel. The Prime Contractor’s Project Manager will notify the Government Construction Inspector of escort requirements 14 days in advance, in order to secure the proper number of escorts.

9) If weather or other circumstances prevent construction and eliminate the need for escorts, the Project

Manager will immediately notify the Construction Inspector.

10) Any delays due to military movements that require contractors to leave the premises shall result in time added to the end of the contract.

‐END OF SECTION‐