STATEMENT OF WORK INSTALLATION OF HARDENED … · The project is described as installation of Hardened Alternative Trailer Systems “HATS “ at NDI compound. The project consists

STATEMENT OF WORK

INSTALLATION OF HARDENED ALTERNATIVE TRAILER SYSTEMS “HATS” AT NDI COMPOUND,

GENERAL CONSTRUCTION SERVICES U. S. CONSULATE GENERAL

ERBIL, IRAQ

25 OCTOBER 2017

Installation of Hardened Alternative Trailer Systems “HATS” October, 2017 Page 2

TABLE OF CONTENTS

1.0 Project Description .............................................................................................................. 3

2.0 General Conditions ............................................................................................................... 3 3.0 Bid Form……………………………………………………...……………………………………….5

4.0 Scope of Work ....................................................................................................................... .6

5.0 Project Schedule ................................................................................................................. 16

6.0 Responsibilities & Project Management .................................................................. 17


2.0 PROJECT SYNOPSIS

The project is described as installation of Hardened Alternative Trailer Systems “HATS “ at NDI compound. The project consists of civil, mechanical and electrical works for Installation of 17 HAT units in the NDI compound.

1. BACKGROUND

N/A

2. SOLUTION

N/A

3.0 GENERAL CONDITIONS

A. Fixed-Price Proposal. The Contractor shall provide one fixed-priced Proposal for the complete Project that includes every aspect as outlined in the Scope of Work.

B. Specifications. The Work shall be governed by the U. S. Consulate General, Erbil, Iraq. International Codes, which includes the National Fire Prevention Association (NFPA), International Building Code, International Mechanical Code, International Plumbing Code, and National Electric Code (NEC), also are applicable. Should there be a discrepancy between the U. S. Consulate General Specifications and the applicable Building Code, the more stringent of the two shall govern.

The Contractor is responsible for compliance with all Building Codes; Work not in compliance with the Codes shall be deemed to be unacceptable.

C. Execution. The Work shall be executed in a diligent and workmanlike manner in accordance with the negotiated fixed-price, this Scope of Work, the Project Schedule, International Building Codes, and the laws of the City of Erbil where applicable.

D. Work Hours. Unless otherwise agreed with COR or the Facility Manager, the Work shall be

executed during normal Consulate business hours. Night, weekend or holiday work shall not be permitted except as arranged in advance with the COR. Consulate holiday schedule is available from the COR.

E. Safety. The Contractor shall be responsible for conducting the work in a manner that ensures the

safety of residents, employees and visitors to the Embassy, and the Contractor’s employees.

F. Workforce. The contractor shall provide all supervision, skilled and unskilled labor needed to perform the work. The contractor shall comply with the Consulate security policy by providing Consulate approved escorts. Contractor provided escorts shall be in quantity sufficient to comply with RSO escort ratios for number of workers on the project. The contractor shall prepare requests to RSO for vetting of employees to get escort badges. The Contractor or government may request for workers to be badged for unescorted Consulate access by going through RSO vetting process.

G. Subcontractors. Contractor shall be responsible for the conduct and workmanship of

Subcontractors engaged in the Project, and for Subcontractors compliance with the terms of this


Statement of Work. The Contractor is responsible for the behavior and workmanship of Subcontractors while on Consulate property.

H. Modification to Contract. The Contractor shall not incur any costs beyond those described in

this SOW unless directed otherwise in writing by the Contracting Officer. Any work performed by the Contractor beyond this SOW without written direction from the Contracting Officer will be at the Contractor’s own risk and at no cost to the Consulate.

I. Stop Work. At any time during the Project, the Contracting Officer reserves the right to Stop Work for protection of employees or visitors, security, or any other reason at his/her discretion.

J. Submittals. The contractor is responsible to submit shop drawings prior to fabrication and

release of any materials for the Facility Manager and Contracting Officers Representative (COR) review and approval. The Facility Manager and COR review, however, does not relieve of the contractor’s responsibility for the engineering work as to provide a complete working system.

K. Excavation and Utilities. The contractor is responsible to locate all existing utility lines prior to

any excavation. Prior to disconnecting any existing utility services, the contractor is responsible to provide 48-hour advance notice to the COR to schedule a mutually acceptable time.

L. Close-out. Prior to final acceptance, the contractor is to submit to the COR marked up drawings

(As-Built) reflecting the work as constructed. The drawings shall be digitally submitted on a CD-ROM in both AutoCAD and PDF format.

M. Housekeeping. The contractor is responsible to clean up daily before departing the Consulate Compound. At the completion of the work, the Contractor shall clean any impacted areas to a condition equal to original condition.


3.0 BID FORM Installation of Hardened Alternative Trailer Systems “HATs”, ERBIL, IRAQ, U.S. CONSULATE ERBIL

No Descriptions Unit Qty Unit Price

ID Total Price

ID 1 Administration A Mobilization / Demobilization LS 1

B Submittals – product data & shop drawings

LS 1

Administration Sub-Total 2 Construction Work A Architectural LS 1 B Mechanical-Plumbing LS 1 C Electrical LS 1 E Close-out LS 1 Construction Sub-Total

3 DBA Insurance

A

Contractor shall cover each of its workers at the site with DBA Workers’ Compensation coverage, and require its subcontractors to do the same. Contractor must furnish certificate evidencing this coverage to Engineer prior to starting work.

LS 1 -

DBA Insurance Sub-Total Items 1 thru 3 Sub-Total G & A

Sub-Total

Profit

4 Basic Bid - Contract

Cost

A Bid - Contract

Cost

NOTE: LIST ANY ASSUMPTIONS IN COST ESTIMATE IN WRITING FOR CONSIDERATION UNDER THE BID PROPOSAL REVIEW. ALL REQUESTS FOR INFORMATION MUST BE PROVIDED IN WRITING AND SUBMITTED TO ERBIL GSO CONTRACTING OFFICE PRIOR TO PROPOSAL DEADLINE DATE AS STATED IN THE ADVERTISED ANNOUNCEMENT.


4.0 SCOPE OF WORK:

The contractor shall provide all materials, tools and equipment, labor, transportation, and supervision to make sure the work is completed safely and properly.

A. General Requirements

1. Within 3 days of Notice to Proceed (NTP), the contractor shall provide to the COR a project schedule showing start to completion dates and significant milestones.

2. Within 3 days of NTP, the Contractor shall provide to the COR details of the proposed

installation utilizing written description or sketches or both.

3. The contractor is responsible to properly remove and dispose of all debris related to their work, including, but not limited to; soils, rock excavation, packing materials and scrap steel.

4. The contractor is responsible to properly layout and prepare for the site work based on locations provided by FAC.

5. When pursuing the work, the contractor is to take extra care not to damage existing structures. Contractor is responsible to repair any damage caused as the result of their work.

6. At completion of work, the Contractor shall clean any impacted areas to a condition equal to

original condition.

7. All construction work will be in conformance with the following Codes: a. International Building Code, 2009 Edition plus the 2011 OBO International Code Supplement. b. International Plumbing Code, 2009 Edition plus the 2011 OBO International Code

Supplement. c. International Mechanical Code, 2009 Edition plus the 2011 OBO International Code

Supplement. d. International Fire Code, 2009 Edition plus the 2011 OBO International Code Supplement. e. National Electric Code, 2011 Edition plus the 2011 OBO International Code Supplement. f. International Residential Code 2009 Edition plus the 2011 OBO International Code

Supplement. g. National Fire Protection Association, NFPA 101 & NFPA 58 h. ICC/ANSI A117.1-98 Accessible and Usable Buildings and Facilities i. NECA 90 Recommended Practice for Commissioning Building Electrical Systems (ANSI) j. NECA 1-2010 Standard Practice of Good Workmanship in Electrical Construction (ANSI) k. IEEE C2-2012 National Electrical Safety Code (NESC)

http://obo.state.gov/pede/Codes/2000ibc/a117-98/Icc-ansi.pdf


B. Work Requirements

Contractor shall provide complete design and construction services, to include all coordination, supervision, and management necessary to meet the requirements of this contract.

GENERAL:

Contractor must follow the layouts depicted in the attached sketches and the requirements of IBC and OBO Requirements unless the contractor has standard layouts for the CORs review and approval.

The contractor is responsible for the supply and installation of all required pipes, cables, accessories and any other materials required to perform a proper internal and external connection between each HAT and the existing utilities (water, sewer and electricity).

Underground utilities: The contractor is responsible to locate all underground utilities and

their depth and location prior to start of work. All utilities shall be traced and marked prior to any removal or demolition of work. A pre-demolition meeting shall be held with the COR and Facility Manager for locating the utilities, planning the related directions, and confirm removal or re-routing of existing utilities prior to the commencement of demolition activities. Contractor will be responsible for the repair and rehabilitation of any damaged utility as a result of the excavation process. The contractor shall be required to complete all work safely and properly according to IBC Code, OBO program office and OPS/SHEM requirements.

Cleaning: After completion of the work, the contractor will be responsible to leave the site and all

installed HATS units in a neat and clean condition. The work includes removing and discarding all

un-necessary equipment, wires, pipes and any other debris and wreckage to the approved places out

of the U.S. Erbil Consulate General compound. Notify the COR prior to debris removal to

coordinate clearance with the security office.


Work details, specifications and quantities will be according to attached drawings and BOQ

below:

No. Item Description Unit Qty.

1 Earth Work / Leveling and grading works : 1.1 Scrape/remove and discard all existing sidewalks, sewer lines, water

lines and electrical panels, lines, cables, pipes and conduits. Work includes removal of 30 cm depth of soil from the site of HATS installation. Sub-grade should receive compaction to prepare it for the sub-base placing. This should not affect the existing facilities or structures. Any damage will have to be repaired by the contractor to its original condition. The required compaction ratio must be between 95% and 98% to accommodate the placement of the HATS structure and sidewalks.

M2 1190

1.2 Surveying and leveling works: Provide all equipment, tools and specialized manpower for conducting surveying works to determine the design levels. All HATS shall be as per design level with alignment provided by contractor and approved by COR. The work includes cutting & filling activities (filling shall be on compacted layers and materials must be approved by the COR in advance) as specified and directed by the COR and according to the design levels as provided by the contractor for appropriate slope, levels, and elevations to the work site. Material surplus or that considered unsuitable for the works shall be transported and disposed of off compound. The finished grade level must be :

1- Grade level to be compatible with rainwater drainage requirements.

2- Grade to have an acceptable level according to the site requirements.

M2 1190

1.3 Sub-base Course: Provide, fill, and lay an approved sub-base material (Types C&B) in layers. Sub-base should be placed and compacted in layers, maximum 15 cm thickness for each, median with California Bearing Ratio (CBR)> 30%, watering and compaction up to 98% Maximum Dry Density (MDD) according to modified proctor test. Total subbase layer thickness will be indicated after determining the final ground surface levels. Sub-base materials must be conforming to the quality requirements of AASHTO M 147.

M2 1190


1.4 Excavations of HATS Foundation: Provide all manpower, tools and equipment required to excavate the HATS foundation in all ground types such as rock, asphalt, reinforce concrete, etc., and any other soil types. Excavation width of 0.5m and depth of 0.6m for each form. Work includes watering and compaction of the sub-grade not less than 98%, and laying 10cm thickness stone courses with good compaction and watering. The work will include removal, transport, and disposal of all wreckages outside the compound.

M3 77

2 Concrete Works: The following items and materials must be included in the work: a) Cement: Portland cement shall conform to "Standard Specifications for Portland Cement" (ASTM C150 - latest edition) and shall be Type I, IA, III or IIIA. b) Aggregates: Concrete aggregates shall conform to "Standard Specifications for Concrete Aggregates" (ASTM C33 - latest edition). Maximum coarse aggregate size for all members less than eight (8) inches in thickness shall be 3/4 inch. For members with thicknesses greater than or equal to eight (8) inches, the maximum coarse aggregate size shall be 1-1/2 inches. c) Mixing Water: All water used in concrete shall be from a potable water supply. d) Admixtures: Air-entraining admixtures shall conform to "Standard Specifications for Air-Entrained Admixtures for Concrete" (ASTM C260 - latest edition). e) Concrete Mix Proportions: Section 4.3.1. (ACI-318) shall be used for developing mixture portions. The contractor shall furnish, for the COR’s approval, all records to show that the concrete supplier is in compliance with all provisions of Section 4.3.1. If the concrete supplier is unable to furnish all records to comply with Section 4.3.1, Sections 4.3.1.2 and 4.3.2.2 can be used. If no records are available for any of the above ACI Sections, Section 4.3.3.2 shall be used to develop a concrete mix design. f) Pile reinforcements: Produced by using deformed steel bar 18mm dia. with 10mm dia. steel reinforcement stirrups, each 7cm C/C. g) Pile cap reinforcement: Using double layers of 12mm dia, deformed steel bars laid each 10cm in both directions for each layer. Steel stirrups to be 10mm dia. each 10cm. The standard bars for

Note -


concrete reinforcement should comply with BS 4483 and/or ASTM 497 deformed steel. h) Raft foundation: 7X7mm double layers of welded wire reinforcement, the standard mesh for concrete reinforcement should comply with BS 4483 and/or ASTM 497 deformed steel welded wire fabric for concrete. i) Proposed 400 mm thickness pile caps installed level with the raft foundation. j) A concrete vapor barrier sheet of polyethylene plastic (Visqueen) should be placed directly on top of the compacted crushed stone before the concrete foundation is poured to help keep moisture from the soil from passing up through the concrete. k) Using new plywood 18mm thick for concrete fair face works, polythene sheet for concrete elements exposed to the soil l) Supply and cast plain concrete B200 - 10cm thick as shown in drawings. m) Supply and fix concrete shuttering using tie-rods “patent rods”. After removal of tie caps they will be filled with non-shrinkage cement grout. n) Provide 6 mil thickness layer of polyethylene vapor barrier above the subgrade.

2.1 Reinforcement Concrete Works/ HATS foundation: In locations where HATS will be installed providing and placing Ready Mix Concrete (C30), fair face for the HATS foundation according to the attached drawings and COR instructions. The framework includes using fair face wooden sheets. All procedures and materials under this section where not specifically stated, shall be in accordance with standards and recommendations of the American Concrete Institute's Building Code Requirements for reinforced concrete (ACI 318 - latest edition), IBC, OBO program office and OPS/SHEM requirements.

M3 85

2.2 Reinforcement Concrete Works/ Sidewalks: Around the locations where HATS will be install, or as required by COR, provide Ready Mix Concrete (C30) to construct 15cm thick concrete sidewalk reinforced with welded wire reinforcement type A142 (wire spacing 200mm X 200mm, wire diameter 6mm, sheet dimensions 2.15 X 5m). Work includes excavation, pouring plain concrete, and building for sidewalk edges using solid concrete block and cement and sand mortar. Cement rendering will be required. Concrete pouring shall be carried out in compliance with drawing

M2 230


details. Reinforced concrete slabs for sidewalk shall be constructed in different widths and lengths according to attached site layout. Expansion joints shall be placed every 3m in horizontal distance. Joints shall be cured and filled using proper sealant materials. Each sidewalk panel must be finished with the edging tool. Provisions must be made to reinstate existing driveways and accesses.

3.0 Mechanical works:

3.1 HATS Transportation: Provide all labor, equipment, and incidentals required to relocate HATS from staging positions to designated locations within the U.S. Consulate Compound/NDI Yard. All work shall be according to COR instruction and attachment drawings. Find HATS dimensions in the attached drawings.

No. 17

3.2 HATS Installation: All HATS shall to be installed on reinforced concrete foundations, minimum of 40cm above finished grade. Work includes connecting HATS together horizontally using Bridge Clamps at four connecting corners. All HATS shall be level and stable. Orientation and alignment should be according to drawings and approved by FAC. HATS dimensions are provided in the attached drawings.

No. 17

3.3 18000 BTU Split-Unit Installation: The contractor shall provide all labor, materials, and incidentals required to install existing 18000 BTU split-units air conditioning systems. The work and material requirements shall include:

1. Copper refrigerant piping along with insulator piping and complete fittings, elbows, bends, supporting arrangements, and pressure tested tube.

2. Schedule 40 piping for drain water, to include all fittings, accessories, bends, elbows, tees, hangers, supports, and anchors.

3. Fabrication and installation of condenser tray complete with epoxy painting. Include vibration isolation pads, supports, hangers, railing brackets etc. and mount on rear of HATS as per the attached drawings.

4. Contractor shall be responsible for the installation and proper operation of one unit for each of the HATS.

No. 17

3.4 Metal steps at the entrance: Fabricate and install steel steps at exterior of door for each of the HATS. Top step shall be no greater than 30mm below the bottom of door.

No. 17

3.5 Expanded Metal Sheets: Furnish and install expanded metal sheets between base structure openings. Expanded metal sheets shall be removable to allow access under each of the HATS. Includes providing and installing suitable sliding bolts and keys. Find expanded metal sheet dimensions in the attachment drawings.

No. 17

4 Sanitary works. 4.1 Sewage Drainage System:


4.1.1 Earth Work – Preparation of Sewer Pipeline Trench: Provide all labor, equipment and incidentals required to excavate in all soil types for underground pipe installation. Remove surplus excavation materials from the site and provide soft backfilling according to the attached drawings and specification. Trench excavation width shall be approximately 0.5m and excavation depth shall not exceed 1.2m.

M.L 85

4.1.2 Branch Sewer Line System: Supply, lay, and connect 4 inch UPVC pipes with all the required accessories and connection components. Laying of pipes shall cover proper joining, cleaning, inspection and hydrostatic testing. All shall be performed according to IPC specifications, standards and directions of COR.

M.L 40

4.1.3 Main Line Sewer System: Supply, lay, and connect 8 inch UPVC pipes with all the required accessories and connection components. Laying of pipes shall cover proper joining, cleaning, inspection and hydrostatic testing. All shall be performed according to IPC specifications, standards and directions of COR.

M.L 45

4.1.4 Soft Backfilling: Provide river sand “loam” in trench to backfill and cover the 4" & 8" pipes. River sand bedding material shall be placed 150mm below the invert level and up to 200mm over the crown of the pipe for the full width of the trench. The work shall be completed according to the drawings, specifications and to the satisfaction of the COR.

M.L 85

4.1.5 Caution Type: Supply and install proper warning tape marked "Sewer Pipe" at appropriate level directly above pipe for full length.

M.L 85

4.1.6 Final Backfilling and Reinstatement: Work shall cover backfilling and reinstating of the excavated trench by supplying proper material based upon the type of the trench as indicated in the drawings. Backfilling materials must be installed in layers not exceeding 250mm as measured before compaction. Reinstatement materials shall match the original existing surface material. All works should be completed according to the contract drawings, specifications, and COR approval.

M.L 85

4.1.7 Concrete Manholes: Furnish and install 50cm X 50cm precast concrete manholes. Installation includes excavation, concrete for base, and backfilling. Manhole cover shall be heavy duty cast iron.

No. 12

4.1.8 Septic Tank: Provide all labor, materials, and equipment required to construct a typical septic tank system. System details and dimensions shall be according to the attached drawings and COR instruction. Work includes excavation in different soil types, backfilling, removal of excavation materials off compound, and sewer connection works. Septic tank shall be connected to the main sewer line and cesspool by 8” UPVC pipes. Underground utilities shall be protected and marked by the contractor prior to beginning work. Contractor will be responsible for the repair and rehabilitation of any damaged utility resulting from the excavation process. Works include construction of manholes with heavy duty

No. 1


steel covers at inlet and outlet points as per the attached drawings.

4.1.9 Cesspool: Provide all labor, materials, and equipment required to construct a typical cesspool system. System details and dimensions shall be according to the attachment drawings and COR instruction during the work. Work includes excavation in different soil types using suitable drilling machines, backfilling, removal of excavation materials off compound and sewer connection works. Cesspool shall be connected to the septic tank by 8” UPVC pipes. Contractor will be responsible for the repair and rehabilitation of any damaged utility resulting from the excavation process.

No. 1

4.2 Plumbing Works, Potable Water:

4.2.1 Earth Work – Preparation of Potable Water Pipeline Trench: Provide all labor, materials, and equipment required to excavate in all soil types for water pipe installation. Excess excavation material shall be removed from the site and soft backfilling material shall be added as required and in accordance with the attached drawings, specifications, and standards.

ML 90

4.2.2 Main Potable Water Line, G.I. Pipes: Supply, lay, and connect 1.5 inch galvanized iron pipe with all the required accessories and connection components. Laying of pipes shall cover proper joining, cleaning, inspection, and hydrostatic testing. All shall be performed according to IPC specifications, standards, and directions of COR.

ML 50

4.2.3 Branch Potable Water Line System: Supply, lay, and connect 0.75 inch galvanized iron pipe with all the required accessories and connection components. Laying of pipes shall cover proper joining, cleaning, inspection, and hydrostatic testing. All shall be performed according to IPC specifications, standards, and directions of COR.

ML 40

4.2.4 Final Backfilling and Reinstatement: Work shall cover backfilling and reinstating of the excavated trench by supplying proper material based upon the type of trench as indicated in the drawings. Backfilling materials must be installed in layers not exceeding 250mm as measured before compaction. Supply and install proper warning tape marked "Potable Water Pipe" at appropriate level directly above pipe for full length. Reinstatement materials shall match the existing surface material. All works should be completed according to the contract drawings, specifications and COR approval.

ML 90

4.2.5 Electric Water Pump: Furnish and install electric pumping set with a capacity of outlet pipe size 1.5” against a total head of 10m to transmit water to the HATS units in accordance with attached drawings. Work include supply and install complete electrical control panel with necessary wiring and accessories as required.

Set 1

5 Electrical Works and Power Distribution: Contractor shall assure that all electrical components and

installations are in accordance with the NEC and OBO Standards.

Note -


Contractor shall provide a single-line diagram to depict the electrical layout with descriptions of cables, panels, connections etc.

All electrical power shall be grounded 220v, 50 Hz. Each of the HATS shall have proper lightening and grounding

systems with the related connections. All wiring (interior and exterior) shall be installed in conduit

(EMT or local plastic for interior wiring and steel conduit for external wiring).

All EMT pipe cuts shall be trimmed and smoothed to remove burrs and sharp edges.

All electrical materials shall be approved by the project COR. 5.1 Cables: Provide cables with high bearing and capacity. Cables shall

be type THHN/THWN, 90 degree C, copper. Work shall be according to below: Connect with the electrical sources (municipality and generator). Connect the existing ATS panel inside the generator room with the new proposed MDB (location to be determined) and connect the MDB with the exiting HATS. Cables shall be running according to below:

Cables inside generator room shall be run in steel conduit. Cables outside generator room shall run underground.

Supply and install underground ducts and utility structure for cables from new generators/switchgear to the HATS main distribution board. The job includes precast concrete manholes with heavy duty steel covers, necks, frames, con-seal, ground rods, PVC conduit, PVC bends, PVC couplings, tie-wraps, conduit spacers, PVC adhesive, concrete, select backfill, pull ropes, pre-cast switchgear pads, etc.

Number of manholes shall be determined by the length of underground cable line. Each HATS shall have one out-put manhole.

Duct banks are to be installed in PVC conduits, at least 60cm below ground according to OBO standards.

The contractor needs to use metal rigid conduit from the power source to the HATS connection point, which is the MDB.

For underground ducted conduit, provide and install manufactured spacers listed for underground electrical conduit use. Install per manufacturer recommendation – Carlon brand or equivalent.

Different size cables lengths shall be calculated by the contractor according to space dimensions and load calculation.

The size of cable runs from MDB to each HATS shall be calculated according to each HATS power consumption (100A

L.S 1


for each HATS). The size of cable runs from the power source to the HATS

MDB must be calculated according total power consumption. The actual total load consumption is (1800A).

Cables size, quality, and type shall be approved by the COR in advance

Work includes supply and install any required PVC sheathed, steel wire armored, 4-core, copper conductor, buss bars suited to fit with existing switch room panel board for connection in between generator and municipality power grid. Includes connections with existing main buss bars, and any other materials or accessories as required in accordance with the IEC and OBO standards and the work completion requirements.

5.2 Main Distribution Board (MDB): Provide and install new electrical waterproof panel within the specification listed below:

Provide and install a new Main Circuit Breaker Panel rated according to power consumption (3-Phase 4-wire plus ground). Main circuit breakers and the number of single pole circuit breaker positions will be calculated according to load and COR instructions. Panel Board ampere interrupting capacity (AIC) rating shall be greater than the ampere short circuit available from the utility company at the panel. Provide and locate the Surge Protection Devices (SPD) at or inside the panel in accordance with OBO specification 16289 Surge Protection Devices. The contractor shall install a breaker in the panel equal to each HATS main breaker panel to protect the cable and provide for future maintenance.

Establish a ground from panel to two ground rods (the ground rods must meet local codes) 3m long and spaced not less than 1.8m apart). Connect 35mm copper wires to each ground rod and to the main circuit breaker panel. Impedance of ground path for any electrodes may not exceed 25 ohms (NEC 250.56).

Modify any connection from Automatic Transfer Switch (ATS) to new panel (new cables, clamp, etc.) per COR instructions as required.

Contractor is responsible to modify the length of each wire determined by the COR to reach the new mini breaker at the new panel. Contractor shall perform all connections to NEC 2014 and all connections shall be in stainless steel junction box. Size of junction box shall be large enough for all wires connections.

Contractor is responsible to inspect all wires from the MDB to the existing HATS panels. Provide and install new copper wiring throughout wherever required. The wiring to be

Set 1


5.0

Closeout

Prior to Final Acceptance the Contractor shall submit to the Contracting Officer Representative marked up drawings (As-Built), one A3 hard copy and one soft AutoCAD, reflecting the work as constructed.

6.0 Safety (FAR 52.236-13 Accident Prevention)

1. The Contractor shall provide and maintain work environments and procedures which will: (a) Safeguard the public and Government personnel, property, materials, supplies, and equipment

exposed to Contractor operations and activities. (b) Avoid interruptions of Government operations and delays in project completion dates. (c) Control costs in the performance of this contract.

2. For these purposes on contracts for construction or dismantling, demolition, or removal of improvements, the Contractor shall: (a) Provide appropriate safety barricades, signs, and signal lights. (b) Comply with the standards issued by the Secretary of Labor at 29 CFR part 1926 and 29 CFR part 1910. (c) Ensure that any additional measures the Contracting Officer determines to be reasonably necessary for the purposes are taken.

3. Contractor shall comply with all pertinent provisions of the latest version of U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1, in effect on the date of the solicitation

4. Whenever the Contracting Officer becomes aware of any noncompliance with these requirements or any condition which poses a serious or imminent danger to the health or safety of the public or

THHN/THWN insulated, 600Volts rated equal to NEC #12 (4 mm square).

Contractor is responsible to test each circuit breaker and insure all equipment connected to each mini breaker is functional.

Contractor shall label each breaker in English with the location of the endpoint, and shall label each endpoint in English with the breaker number.

Supply and install waterproof panelboard enclosure for MDB with all required accessories.

5.3 Exterior Flood Light, LED 100 W: Furnish and install one exterior 100 watt LED flood light on top of each HATS to illuminate the rear ground level. Work includes the provision of all required cables, clamps, steel conduits, junction boxes, waterproof panels, waterproof circuit breakers, fittings, etc. All electrical materials and work shall meet NEC 2014 standards. FAC will identify the power source to the contractor during the site visit.

No. 10


Government personnel, the Contracting Officer shall notify the Contractor orally, with written confirmation, and request immediate initiation of corrective action. This notice, when delivered to the Contractor or the Contractor's representative at the work site, shall be deemed sufficient notice of the noncompliance and that corrective action is required. After receiving the notice, the Contractor shall immediately take corrective action. If the Contractor fails or refuses to promptly take corrective action, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. The Contractor shall not be entitled to any equitable adjustment of the contract price or extension of the performance schedule on any stop work order issued under this clause.

7.0 PROJECT SCHEDULE

A. Approximate dates of pre-award activities Pre-Bid Site Survey o/a Bids Due o/a Contract Award o/a Notice to Precede (NTP) o/a B. Construction Milestones, from Notice to Proceed Notice to Proceed (NTP) 2 days from NTP Project Schedule to OBO 1 Project Design Notes / Sketches 1 FAC Review 2 Procurement, Shipping 1 Fabrication 2 Construction Completion 60 Project Acceptance 60 C. Deliverables Construction Schedule 2 days from NTP Project Design Notes / Sketches 2 Submittals for Major Equipment 2 Manufacturer’s Literature 60 As-Built, Warranties 60 D. Commencement, Prosecution, and Completion of Work The Contractor shall be required to (a) commence work under this contract within two (2) calendar days after the date the Contractor receives the Notice to Proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use “Completion Date Including punch list” not later than sixty (60) calendar days after NTP. The time stated for completion shall include final cleanup of the premises.


8.0 RESPONSIBILITIES AND PROJECT MANAGEMENT

A. COR. A Contracting Officers Representative (COR) will be assigned to ensure quality assurance goals are met. The Contractor shall provide the COR access to the site at all times. B. Point of Contact. The COR shall be the main point of contact for this Project. The Contractor shall report to the COR on (a) status of the project, (b) changes in schedule, (c) accidents and safety issues, (d) disruptions to utility services; and all other important information pertaining to the project. C. Management Personnel. The Contractor shall staff the site, full-time, with a competent senior manager who shall perform project management. Remote project management is not an option. This individual shall keep a detailed written history of the project and shall update the Government on daily bases. D. Site Security. The Contractor is responsible for on-site security as necessary to ensure no unauthorized access to their work sites. The Contractor is 100% responsible for securing their working materials and equipment. Any damage to facilities or infrastructure, which happens due to a lack of security, will be the responsibility of the Contractor to correct. E. Contractor’s Temporary Work Center. The Contractor will be permitted to use a designated area within the contract limits for operation of his construction equipment and office if warranted. If directed by the Contracting Officer, the Contractor shall not receive additional compensation to relocate his operations. The Contractor is responsible for obtaining any required additional mobilization area above that designated. On completion of the contract, all facilities shall be removed from the mobilization area within 5 days of final acceptance by the Contractor and shall be disposed of in accordance with applicable host government laws and regulations. The site shall be cleared of construction debris and other materials and the area restored to its final grade. The Contractor is responsible for maintaining this area in a clear orderly manner. F. Health and Safety. The Contractor shall be solely responsible for risk assessments, managing health, and safety issues associated with this project. The Contractor must provide cold water to all workers at the job sites. Based on hazard assessments, contractors shall provide or afford each affected employee personal protective equipment (PPE) that will protect the employee from hazards. At a minimum PPE shall consist of eye protection, hard hats, and closed toe shoes. If the workers arrive on-site with sandals or athletic shoes, the contractor is expected to provide rubber boots to them or send them home. All construction workers and management personnel must wear hard hats at all times on the construction sites. Contractor provided rubber boots and rubber gloves shall be worn when working around concrete placement. Other PPE such as gloves, dust masks, air respirators (sewage work) are also recommended. These items must be provided at the Contractor’s expense. Workers may use discretion if they feel unsafe in using the equipment in a hostile environment. Any worker at an elevated location above 4 meters, with the exception of a portable ladder, must be provided and utilize a safety harness. G. Progress Payments. If the contract awarder expects to receive more than one (1) progress payment, the Contractor must submit a broken out Cost Proposal with a Schedule of Values in order to properly calculate the percentage of contract completion.

Documents

STATEMENT OF WORK INSTALLATION OF HARDENED … · The project is described as installation of Hardened Alternative Trailer Systems “HATS “ at NDI compound. The project consists