SAQMMA16R0133-A001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE RATING

2. AMENDMENT/MODIFICATION NO.

A001

3. EFFECTIVE DATE

04/18/2016

4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

LMAQMCODE

OFFICE OF ACQUISITION MANAGEMENT

(A/LM/AQM)

PO BOX 9115, ROSSLYN STATION

US DEPARTMENT OF STATE

ARLINGTON, VA 22219

Tracie N. Hardy

NAME

703-875-6897

TEL.

hardytn@state.gov

EMAIL

6. ISSUED BY CODE7. ADMINISTERED BY (If other than Item 6)

9A. AMENDMENT OF SOLICITATION NO.

SAQMMA16R0133

CONTACT DUNS

CODE FACILITY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, country, state and ZIP Code) (X)

X 9B. DATED (SEE ITEM 11)

04/12/2016

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X XThe above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended, is not extended, Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing items 8 and 15, and returning ____copies of the amendment;(b)By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

The purpose of this amendment is to provide answers to submitted questions.

1. See the attachment SAQMMA16R0133-A001_QandA.pdf for submitted questions and answers.

2. Add Section 1.3 to Statement of Work.

Offerors may acknowledge this amendment by submitting a signed copy in their business volume or by listing the amendment in their cover letter.

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

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

John Hite

(Signature of person authorized to sign)

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED

By (Signature of Contracting Officer)

16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

NSN 7540-01-152-8070

Previous edition unusable

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

SAQMMA16R0133

Table of Contents

Section Description Page Number

C Descriptions/Specifications/Statement of Work

1.2 STATEMENT OF WORK

1.2 STATEMENT OF WORK

I Contract Clauses 52.222-19 Child Labor--Cooperation with Authorities and Remedies (Feb 2016) 52.222-37 Employment Reports on Veterans (Feb 2016) 52.225-5 Trade Agreements (Feb 2016)

Line Item Summary

Solicitation Number:

SAQMMA16R0133

Contract Number: Title: Vehicle Barrier Replacement - Kazakhstan

Date of Solicitation:

04/18/2016

Line Item No. Description Quantity Unit Unit Price Total Cost

Section C- Descriptions/Specifications/Statement of Work

Clause 1.2 STATEMENT OF WORK was deleted.

1.2 STATEMENT OF WORK

STATEMENT OF WORK

REMOVAL & REPLACEMENT

OF VEHICLE BARRIERS

1.1 General: Remove the three (3) sets of existing Delta vehicle barriers at the main entry gate, main exit gate and the back gate and all their support equipment, and replace them with three (3) new Electro-Mechanical vehicle barriers and their controls, and support equipment at the American Consulate General in Almaty, Kaza-khstan. These barriers shall protect perimeter vehicle access/egress points or Compound Access Control (CACs) by limiting their vulnerability during the passage of vehicular traffic. Performance criteria for vehicle barrier systems involve functional requirements, power system and control circuits.

1.2 Functional Requirements: The vehicle arrest system shall provide a clearly visible device, such as a sig-nal light or a drop arm, to indicate the barrier’s status to the approaching driver. The normal operating time for the system to move the barrier component into its final secure position shall not exceed 3 to 4 seconds. The sys-tem shall include an emergency override mode that shall permit the barrier to be fully engaged in 0.75 seconds or less. The width of the barrier shall be capable of protecting up to12 ft. wide (3.7 meter) driveway or garage ramp. The barriers must meet impact tests identified in SD-STK-02.01, which specifies perpendicular barrier impact by a 15,000 lb (6810 kg) vehicle as K indicates vehicle velocity during crash test; and L indicates max-imum allowed penetration of the barrier by the vehicle. The barriers should meet all DOS/DS requirements and DOS/OBO standards and specifications. The must be K12 = 50 mph (80 kph) crash rated.

The system shall have two standard control circuits: a slave or local control for the guard at the gate, and a mas-ter or remote control for the Marine Security Guard (MSG) booth. Both sets of controls shall include status in-dicator lights for power and barrier position.

• The system shall provide an emergency override and secure switch to the local guard. The emergency override switch for the local guard control shall not be equipped with reset capability. The local guard con-trol shall include an annunciator, which shall be triggered whenever the barrier remains in the no secure po-sition for a range of 0.0 to 60 seconds. The local control shall not be provided with a reset switch for this feature.

• A remote master control shall be used at all posts. The remote master control shall have an override switch and reset button for the local emergency override feature. The remote master control panel shall have either an annunciator or a signal light triggered by the local control annunciator. The MSG booth alarm, however, shall include a silencer for the audible annunciator, if applicable. The annunciator shall disarm automatic-ally when the override switch is used. The remote master control shall also have a reset switch for the local control annunciator.

1.3 Power System and Control Circuits. The systems must meet the following requirements:

• Electric Motors must be 440VAC, 3 Phase, 50HZ and 220VAC, 1 Phase, 50HZ. Manufacturer must warrant that dual-rated 50 or 60 Hz motors are acceptable.

• The system shall provide maximum dependability and ease of maintenance. If city power goes out tor fails, system should be tied to the generator bus to feed power to the system via automatic transfer switch (ATS) in about 10 seconds.

• Control Voltage of the system shall not exceed 24 Volt Direct Current.

• The control system shall retain a “status quo” position when power fails; (it shall never fail secure or fail-safe). The control system shall provide a manual operation capability for use in the event of power failure.

• The system shall have two standard control circuits: a slave or local control for the guard at the gate, and a master or remote control for the Marine Security Guard (MSG) booth. Both sets of controls shall include status indicator lights for power and barrier position.

• The system shall have two standard control circuits: a slave or local control for the guard at the gate, and a master or remote control for the Marine Security Guard (MSG) booth. Both sets of controls shall include status indicator lights for power and barrier position.

• The system shall provide an emergency override and secure switch to the local guard. The emergency over-ride switch for the local guard control shall not be equipped with reset capability. The local guard control shall include an annunciator, which shall be triggered whenever the barrier remains in the no secure posi-tion for a range of 0.0 to 60 seconds. The local control shall not be provided with a reset switch for this fea-ture.

• A remote master control shall be used at all posts. The remote master control shall have an override switch and reset button for the local emergency override feature. The remote master control panel shall have either an annunciator or a signal light triggered by the local control annunciator. The MSG booth alarm, however, shall include a silencer for the audible annunciator, if applicable. The annunciator shall disarm automatic-ally when the override switch is used. The remote master control shall also have a reset switch for the local control annunciator.

The Contractor shall provide written inspection/maintenance guidance and this guidance shall include compon-ent manuals. At a minimum this shall include:

• Inspection/maintenance procedures (what to check, locations, steps to follow)

• Special safety precautions

• Listing of parts/components requiring inspection/maintenance together with frequency of the inspection/ maintenance.

• Identification of specific maintenance materials or products (e.g., type of grade of oil and other fluids, size and types of filter, etc.)

• Identification of any special tools that shall be available before inspection/maintenance can be performed.

Every active vehicle barrier system shall include the following items:

• Remote control panel with annunciator, override and reset;

• Electro-mechanical control unit;

• Power off operation;

• Emergency fast operation;

• Sump pump (in ground units only);

• Export packaging;

• Installation, operation, and maintenance manual;

• Spare parts kit (per manufacturer’s recommended list);

• Traffic lights and drop arm (parking gate)

• Extra local/slave panels

• Extra master/remote panels

• Tool kit (for maintenance).

• Environmental enclosures.

• For areas that experience freezing temperatures a heating system should be included which prevents the build-up of ice in the barrier. Additional rust proofing may be added.

3.0 REQUIREMENTS.

The contractor is to complete the following tasks as part of this project.

3.1 Site Visit and Project Planning.

Prior to ordering the barriers and within one (1) month from the issuance of the Notice to Proceed (NTP), the contractor must visit the site to verify the site specific requirements and to produce a detailed and an accurate site survey. The Contractor shall take all necessary steps to ascertain the nature and location of the work, and that it has investigated and satisfied itself as to the general and local conditions which can affect the work, in-cluding but not limited to (1) conditions bearing upon transportation, disposal, handling, and storage of materi-als; (2) the availability of labor, water, electric power, and roads; (3) uncertainties of weather, river stages, tides, or similar physical conditions at the site.

Upon returning from the site visit, the contractor must present the OBO Vehicle Barrier Program with the site survey and the contractor proposed implementation plan and the project schedule Plan for approval.

3.2 Barriers and Materials delivery to Post.

3.2.1 Within two (2) weeks from the approval of the implementation plan, the contactor must order the barriers and present the government with estimated time of shipping.

3.2.2 hile post may assist the contractor with the customs clearance, and if required a city permit, it is the con-tractor’s responsibility to insure the delivery of the barriers and all materials to Post and obtains, if required, the city permit.

3.3 Demolition and Disposal

3.3.1 The contractor must remove the existing vehicle barriers located at the main entry, exit gate and the back gate. This includes the removal of all the concrete foundations, reinforcing steel rebar(s), and aggregate materi-als as required to install the new equipment.

3.3.2 The contractor must remove all hydraulic lines, electrical wiring, and control wiring connecting each barrier back to the hydraulic pumping units, power distribution panels, and if necessary, to the control pan-els.

3.3.3 The contractor must remove the hydraulic pumping unit, hydraulic fluid, associated concrete founda-tion, reinforcing steel rebar(s)/mesh, and all electrical and control wiring. All unused conduits must be cut back below the floor level, capped, and abandon in-place, as a minimum. Note: the existing conduit runs connecting the HPU to the power distribution panel, slave controller in the guard station, and barrier control panel in Post One and equipment room may be reused, as required per the design.

3.3.4 The contractor must remove the enclosure that house the hydraulic pumping unit, if installed.

3.3.5 The contractor must remove all existing traffic light.

3.3.6 The contractor must remove all existing ground loop detectors.

3.3.7 The contractor must remove the vehicle barrier drainage water sump pump system including all associ-ated electrical wiring, conduit, and drain piping as connected underground and back to the vehicle barrier. This includes all discharge lines from the sump pump back to the storm drain(s).

3.3.8 The contractor must remove water drainage piping as required for the rerouting flow of drainage water through and/or around the vehicle barrier construction sites.

3.3.9 The contractor must move and/or reroute all existing utilities (i.e. water, sewage, gas, electric, commu-nication, data, etc.), which are or maybe affected by the installation of the new barrier equipment, so that they are outside of the construction area.

3.3.10 Notice of Construction and/or Repair (See 6.23) for any gas line must be submitted to the local oil and gas commission before the start of any construction or repairs. Construction and/or repairs must be under the authority and supervision of the local oil and gas commission.

3.3.11 Notice of Construction and/or Repair (See 6.21) for any electrical utility lines must be submitted to the local electric cooperative before the start of any construction or repairs. Construction and/or repairs must be un-der the authority and supervision of the local electric cooperative.

3.3.12 The contractor must identify and immediately bring to the attention of the government project repres-entative any anomalies of concern.

3.4 Installation

3.4.1 The contractor must install three (3) electro - mechanical wedge vehicle barriers located at the main entry gate, the main exit gate and the back gate, as required per the design and manufacture instructions and specifications.

3.4.2 The contractor must install the concrete foundation, reinforcing steel rebar(s), and aggregate materials, as required per the design, and manufacture instructions and specifications for the installation of the electric wedge vehicle barrier, controls, and support equipment (i.e. traffic lights, vehicle detector systems, etc.)

3.4.3 The contractor must install the Barrier Control Panel (BCP) and Battery Backup Panel (BBP) per the design, and manufacture instructions and specifications.

3.4.4 The contractor must fabricate and install the unistrut frame, and associated concrete foundation, if used, that supports the BCP and BBP per the design, and manufacturer instructions and specifications.

3.4.5 The contractor must install all electrical and control wiring, conduit, conduit fittings, and pull boxes as required between the Electric wedge vehicle barrier, traffic lights, IR detectors, and loop detector system back to the Barrier Control Panel (BCP) and Battery Backup Panel (BBP) per the design, and manufacture instruc-tions and specifications.

3.4.6 The contractor must install all rack mounted equipment, fiber, electrical and control wiring, wire and fiber fittings, conduits, and conduit fittings required between the BCP and BBP and the power distribution pan-els, barrier control panel, fiber panel, CAC slave control station, and post 1 per the design, and manufacture in-structions and specifications.

3.4.7 The contractor must install the vehicle Stop/Go signal light assemblies, associated concrete foundation, all electrical wiring, conduit, and conduit fittings as connected underground and back to the BCP for the Elec-tric wedge vehicle barrier per the design, and manufacture instructions and specifications.

3.4.8 The contractor must install the vehicle IR detector system, associated concrete foundation, all electrical wiring, conduit, and conduit fittings as connected underground and back to the BCP for the Electric Wedge vehicle barriers per the design, and manufacture instructions and specifications.

3.4.9 The contractor must install the vehicle loop detector system, associated concrete foundation, all electrical wiring, conduit, and conduit fittings as connected underground and back to the BCP for the Electric Wedge vehicle barriers per the design, and manufacture instructions and specifications.

3.4.10 The contractor must install the vehicle barrier drainage water piping (4” and 1-1/2” diameter) from the Electric Wedge vehicle barrier to the nearest water drainage or sewer system per the design, and manufacture instructions and specifications.

3.4.11 The contractor must identify and immediately bring to the attention of the government project represent-ative any anomalies of concern.

3.5 Site Condition and Clean-Up

3.5.1 The contractor must maintain the site in a safe and secure condition at all times.

3.5.2 The contractor must maintain the site in a neat and clean condition at all times.

3.5.3 The contractor must remove and dispose of all waste materials including old barriers and equipment, concrete, aggregate materials, reinforcing steel rebar(s), conduit, piping, and all electrical wiring associated with the removal and installation process as identified in Sections 3.1 and 3.2 above.

3.5.4 The contractor must return the construction site back into the same condition or better, as it was found prior to the start of the project.

3.6 Project Time Line

3.6.1 The contractor must provide a construction schedule which defines the timelines for the major project activities (i.e. project mobilization, demolition, barriers installation, cable/conduit installation, equipment in-stallation, concrete curing, start-up, testing, etc.) for the removal of the existing system and installation of a new fully operational vehicle barrier system.

3.6.2 The schedule must reflect a total elapsed time not to exceed 5 weeks per barrier for the installation of the barrier, from the time the personnel and equipment arrival at site to turn-over of barrier system to post.

3.6.3 The contractor will have access to the site 6 days a week, 10 hours per day. All work outside of this time frame will require prior approval from the government project representative.

(a) The Department of State observes the following days* as holidays:

New Year Holiday

Orthodox Christmas

Birthday of Martin Luther King, Jr

President’s Day

Women’s Day (March 8)

Nauryz/Spring Equinox (March 21)

Nauryz (March 22)

Nauryz (March 23)

Unity Day (May 2)

Victory Day (May 9)

Defender’s Day (May 10)

Memorial Day

Independence Day

Capital Day (July 6)

Constitution Day (August 30)

Labor Day

Kurban-Ait (September date TBD)

Columbus Day

Veterans Day

Thanksgiving Day

Ist President’s Day (December 1)

Independence Day (December 16)

Independence Day (December 19)

Christmas Day

*Any other day designated by Federal law, Executive Order or Presidential Proclamation.

When any such day falls on a Saturday, the preceding Friday is observed; when any such day falls on a Sunday, the following Monday is observed. Observance of such days by Government personnel shall not be cause for additional period of performance or entitlement to compensation except as set forth in the contract. If the Con-tractor's personnel work on a holiday, no form of holiday or other premium compensation will be reimbursed either as a direct or indirect cost, unless authorized pursuant to an overtime clause elsewhere in this contract.

4.0 CONTRACTOR FURNISHED EQUIPMENT

The contractor must provide the following equipment:

4.1 The Contractor must provide three [3] DS approved Electric Wedge vehicle barriers with built-in sump sys-tem.

4.2 The Contractor must provide the Battery Control Panel (BCP) for each barrier.

4.3 The Contractor must provide the Battery Backup Panel (BBP) for each barrier.

4.4 The Contractor must provide all rack mounted barrier and gate control panels (slave and master panels) for the CAC and Post 1for each barrier.

4.5 The Contractor must provide all rack mounted panels, power supplies, media converters, and fittings re-quired for the fiber conversion for each barrier.

4.6 The Contractor must provide the unistrut materials and hardware for the construction of the support struc-ture for the BCP and BBP per the design for each barrier.

4.7 The Contractor must provide the Stop/Go signal lights, support posts, and support bases for each barrier.

4.8 The Contractor must provide the IR vehicle detector sensors, support posts, and mounting brackets for each barrier.

4.9 The Contractor must provide the spray paint, safety yellow [if applicable].

4.10 The Contractor must provide the spray paint, gloss black [if applicable].

4.11 The Contractor must provide all of the PVC and Rigid conduit, conduit fittings, water drainage piping, electrical pull boxes, fiber cable, electrical wiring, control wiring, and miscellaneous parts associated with the installation of the new barriers.

4.12 The Contractor must provide the reinforcing steel rebar(s) required for the foundation installation of each vehicle barrier per the design, and manufacture instructions and specifications.

5.0 CONTRACTOR FURNISHED MATERIALS.

The contractor must provide the following materials:

5.1 The contractor must provide all concrete and aggregate materials required for the foundation installation of each barrier per the design, and manufacture instructions and specifications.

5.2 The contractor must provide all concrete and aggregate materials required for the foundation installation of the BCP and BBP for each barrier per design, and manufacture instructions and specifications.

5.3 The contractor must provide all concrete and aggregate materials required for the foundation installation of the vehicle detector circuits, and the Stop/Go signal light assemblies per design, and manufacture instructions and specifications.

5.4 The contractor must provide all concrete and aggregate materials required for the foundation installation of the conduit and electrical pull boxes per the design.

5.5 The contractor must provide all concrete and aggregate materials required for the foundation installation of the drain lines per the design.

5.6 The contractor must provide all concrete, aggregate materials, and materials of construction (i.e. piping, conduit, wire, conduit fittings, etc.) as required for moving and/or rerouting utilities as defined in Section 3.1.10 through 3.1.13 above.

5.7 The contractor must provide all concrete and aggregate materials, and materials of construction (i.e. piping, conduit, wire, conduit fittings, etc.) as required to reroute and repair utility lines damaged during the demolition and installation of the new vehicle barrier systems (refer to Section 3.1.10 through 3.1.12 above).

5.8 The contractor must provide all reinforcing steel mesh and/or rebar(s) required for the foundation installa-tion of all barrier support equipment and systems, except as defined in Section 4.12 above, per the design, and manufacture instructions and specifications.

5.9 The contractor must provide a dumpster(s) as required for the cleanup and disposal of all waste materials.

5.10 The contractor must provide any and all excavation and installation equipment required (i.e. forklift, front loader, excavator with hoe ram and bucket attachments, handheld breaker hammer, arc welding equipment, cut-ting torch, ground tamper, wheel barrow(s), powered saw for concrete cutting, steel rake(s), pick axe(s), flat head shovel(s), spade shovel(s), push broom(s), water hose w/spray attachments, pressure washer, large hand-held grinder with cutoff and masonry wheels, electrical extension cord(s), concrete vibrator(s), chain slings, etc.) .

5.11 The contractor must provide any and all excavation materials (i.e. masonry blocks, lumber for formwork, concrete to concrete expansion joints, plastic sheeting for concrete curing, string line, nails, expandable spray foam, etc.).

5.12 The contractor must provide any and all small handheld tools, drills, drill bits, wrenches, screwdrivers, knockout punch set, hole saw kit, fish tape, grease guns, etc. as required for the installation project.

5.13 The contractor must provide well covers as required for the project installation. The well and covers must meet or exceed a 25 ton load capacity.

5.14 The contractor must provide vehicle blocking barrier(s) as required for ensuring construction site safety and security. The blocking barrier(s) must be approved by the Post RSO or PSO.

5.15 The contractor must provide pedestrian fencing and/or netting as needed/required for pedestrian safety and access control.

5.16 The contractor must provide a construction site Portable Restroom as required for contractor personnel un-less access to post restrooms is permitted.

5.17 The contractor must identify and immediately bring to the attention of the government project representat-ive any anomalies of concern.

6.0 CONTRACTOR RESPONSIBILITIES.

The contractor must conform to the following:

6.1 The contractor is totally responsible for ensuring that a fully functional vehicle barrier system is installed per the requirements of the design, and the manufacture guidelines and installation specifications.

6.2 The contractor is responsible for ensuring the safety of the workers and site personnel during the project.

6.3 The contractor must verify and be responsible for all dimensions and conditions at the job site.

6.4 The contractor must verify that the foundation concrete will be placed directly into neat excavations. And where sides of the excavation are not stable the contractor must provide shoring. Type and method of shoring must be at the contractor’s option subject to approval by the government project representative. All concrete work must be done according to barrier manufacturer’s specifications.

6.5 The contractor must ensure the excavation site is kept dry at all times.

6.6 The contractor must ensure the concrete is laboratory designed, machine mixed, producing minimum of 3,000 PSI (20.68 MPA) at 7 days via independent/certified testing lab.

6.7 The contractor must ensure the cement is tested Portland cement conforming to ASTM C150, Type II Only.

6.8 The contractor must ensure the aggregates conform to ASTM C33 & B GRADE per standard specifica-tions. Maximum size of aggregate must be 1-1/2 inches (38mm).

6.9 The contractor must ensure that all reinforcing steel they provide is deformed bars conforming to ASTM A615, grade 60 (60,000 PSI or 413.7MPA).

6.10 The contractor must ensure that all hooks and bends conform to ACI STANDARD 318 latest revision. In-side diameter of hooks and bends must be at least six (6) bar diameters.

6.11 The contractor must provide spacer bars, chairs, spreaders, blocks, etc. as required to positively hold the steel in place before concrete is poured.

6.12 The contractor must ensure the concrete is conveyed from the mixer to final deposit by methods that will prevent separation and loss.

6.13 The contractor must ensure the concrete is thoroughly consolidated by suitable means during placement and must be thoroughly worked around reinforcement and embedded fixtures and corners of forms.

6.14 The contractor must ensure the concrete is maintained above 50°F (10°C) and in a moist condition for at least seven (7) days after placement. And that adequate equipment must be provided for heating concrete mater-ials and protecting concrete during freezing or near freezing weather.

6.15 The contractor must ensure that where exterior wall face requires shoring and/or forming, the forms must be substantial and sufficiently tight to prevent leakage, and that forms must not be removed until the concrete is seven (7) days old.

6.16 The contractor must ensure that backfilling will be done by depositing and tamping into place clean sand or pouring lean concrete to 95% percent compaction. Water jetting must not be allowed.

6.17 The contractor must ensure that conduit and pipes of aluminum, other than above grade support posts, are not allowed.

6.18 The contractor must ensure that construction joints that are not indicated on the drawings must not be al-lowed. Where a construction joint is to be made, the surface of the concrete must be thoroughly cleaned and all laitance and standing water removed.

6.19 The contractor must be responsible for the protection of all adjacent areas against damage and must repair all damaged areas to match existing improvements.

6.20 The contractor must be responsible for the protection of all electrical lines and/or wiring located in the ad-jacent areas against damage and must repair all damaged electrical lines and/or wiring.

6.21 The contractor must be responsible for notifying the local electric cooperative before the start of any con-struction and/or repairs of electrical utility lines.

6.22 The contractor must be responsible for the protection of all water, gas, and sewage lines located in the adjacent areas against damage and must repair all damaged water, gas and/or sewage lines.

6.23 The contractor must be responsible for notifying the local Oil and Gas Commission before the com-mencement of any construction and/or repairs of gas lines.

6.24 The contractor must be responsible for determining the location of underground power lines, water, gas, and sewer mains to prevent damage during construction. It is critical to protect City utilities from ‘dig-ins”, which could result in death, injury and considerable liability.

6.25 The contractor must keep the construction area clean at all times and at completion of work remove all surplus materials, equipment and debris leaving the premises in a clean condition acceptable to the owner or owners representative.

6.26 The contractor must perform damage restoration improvements as associated with the vehicle barrier sys-tem installation.

6.27 The contractor must identify and immediately bring to the attention of the government project represent-ative any anomalies of concern.

7.0 DELIVERABLES

7.1 Prior to the start of work and within five (5) days of award, the Contractor shall submit a Safety Plan to the COR for approval. The Safety plan should include measures to prevent hazardous or unsafe work environments for Contractor and Government employees. Performance of any work shall not proceed until the Safety Plan is approved by the government. At the time of award, the Contractor shall submit a Quality Control Plan (QCP).

The QCP shall outline the procedures used to identify, prevent, and ensure non-reoccurrence of defective ser-vices.

7.2 The contractor must provide daily written progress reports to the government project representative.

7.3 The contractor must provide daily verbal progress reports as requested by the government project repres-entative.

7.4 The contractor must provide verbal notice, to the government project representative, two week in advance of the delivery of any and all materials and equipment to site.

7.5 The contractor must provide written notice to the government project representative, three weeks in ad-vance, of the need of access to the site of any additional construction personnel after the start of the project.

This also pertains to delivery personnel who will need to be on site for an extended period of time, more than simply dropping off materials (i.e. operators of rental equipment, driver of the concrete delivery truck, etc.)

7.6 The contractor must identify and immediately bring to the attention of the government project representat-ive any anomalies of concern.

Description Quantity Delivery Date Deliver To Bonds/Insurance 1 10 days after award Contracting Officer Safety Plan 1 10 days after award COR Quality Assurance/Control Plan

1 10 days after award COR

Construction Schedule 1 10 days after award COR Submittal Register 1 10 days after award COR Bios on Personnel 1 10 days after award COR Inspection Reports 1 7 days after end of weekly period being reported

COR

Payment Request 1 Last calendar day of each month

COR

Updates to Construction Schedule

1 Weekly COR

Request for Final Accept-ance

1 5 days before inspection COR

8.0 ADDITIONAL INFORMATION.

8.1 Throughout the installation process there will be a government project representative on site to oversee and assist the contractor with any anomalies or areas of concern.

8.2 The contractor, upon completion of the project must provide OBO with a final set of the as built drawings.

8.3 The contractor, upon completion of the project must remand all documentation for the project as required by post Regional Security Officer and/or Post Security Officer.

8.4 The contractor must surrender any/all documentation, pertaining to the project, to the government project representative as requested and/or required by the project representative.

Section I- Contract Clauses

Clause Title

52.222-19 Child Labor--Cooperation with Authorities and Remedies (Feb 2016)

52.222-37 Employment Reports on Veterans (Feb 2016)

52.225-5 Trade Agreements (Feb 2016)