W911S2-16-B-8001-P00002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of Amendment 02 is to update the Statement of Work (10 Aug 16) and Attachment 01 - Detailed Pricing Schedule, and provide responses to a second round of questions.

THE BID OPENING DATE REMAINS UNCHANGED. ALL BIDS MUST BE RECEIVED IN ACCORDANCE WITH SOLICITATION REQUIREMENTS NO

LATER THAN 2:00 PM EST ON TUESDAY AUGUST 16, 2016 TO BE CONSIDERED FOR AWARD.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 16

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

16C. DATE SIGNED

BY 10-Aug-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911S2-16-B-8001

X 9B. DATED (SEE ITEM 11)

08-Jul-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer 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 1 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 APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

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

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.

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

10-Aug-2016

CODE

MICC

45 WEST STREET

FORT DRUM NY 13602-5220

W911S2 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911S2-16-B-8001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

STATEMENT OF WORK

ROOFING REQUIREMENTS CONTRACT

FORT DRUM, NEW YORK

REVISED 10 AUGUST 2016

SW-1 SCOPE: The Contractor shall provide all supervision, plant, labor, equipment, materials and appliances necessary to perform all operations in connection with the repair and replacement of existing roofs on various building structures located at Fort Drum, in accordance with this Statement of Work, specifications and drawings, and subject to the terms and conditions of the Contract, from DATE OF CONTRACT AWARD throughout the 60-month ordering period..

SW-2 GENERAL: All work shall be done by mechanics skilled in the type of work involved. When new work adjoins, connects or abuts existing work or facilities, the existing work or facilities shall be altered as required and the connections made in an approved, workmanlike and professional manner. All existing work or facilities damaged by the Contractor’s operations, other than facilities to be removed, shall be repaired or replaced by the

Contractor at no cost to the Government. Prior to performance of any work, a pre-performance meeting shall be held at Fort Drum. The Contractor shall have a representative attend who has authority to make decisions for, and sign contractual documents on behalf of, the Contractor.

SW-3 LOCATION: The site of the proposed work is located in the Cantonment Area and Wheeler-Sack Army

Airfield sections of Fort Drum, NY, approximately 10 miles northeast of Watertown, New York.

SW-4 PRINCIPAL FEATURES: Each task order issued by the Government under this contract shall specifically identify the building or buildings to receive roof repair and/or replacement work and the associated

Exhibit Line Items (ELINs) and quantities necessary to complete each building roof or portion thereof.

Although the contract does not explicitly identify individual buildings, roofs or other structures to be constructed, repaired or replaced, the contract bid schedule is structured to order quantities of materials, rather than buildings, sufficient to complete all work required to provide a completed project. It is the Government’s intent that the ELINs and quantities identified in a task order, with respect to a particular building, shall be sufficient to complete all work related to that building. All work and quantities of material ordered to complete a particular building, to include within scope task order modifications, are a bona fide requirement of the fiscal year in which the task order is placed.

Within 30 days of receipt of the task order or before beginning any work, whichever comes first, the

Contractor and the Government’s assigned Construction Representative will conduct a joint measurement to verify the quantities of the roofing surfaces to be repaired or replaced.

Roof work shall be performed on "BUILDINGS", which include warehouses, administrative and operation buildings, shops, barracks, mess halls, and other miscellaneous structures on Fort Drum. The work to be performed will include, but is not limited to, the following ELINs in accordance with the Contract documents, specifications and drawings:

(1) Reference ELIN A001. Work shall include the stripping, removal and disposal off-site of the existing roof asphalt and/or fiberglass shingle roof system complete, including felt(s), metal drip strip, ice and water barrier (if applicable), and flashing (if applicable) down to the existing sheathing. Inspect existing roof sheathing and framing for any possible damage and/or deterioration. Remove and replace any discovered damaged or deficient, sheathing and framing, to match the existing. Also included in the referenced main ELINs roof replacement are the following: Provide, place and install one layer of new roofing felt, complete, over the existing and any repaired/replaced exposed roof sheathing;

Provide, place and install new flashing, complete, where existing roofing systems abuts vertical surfaces and per specifications and as shown on the Drawing Sheet 2 of 2, Typical Flashing Detail

(Attachment 8); Provide, place and install new water barrier membrane (elastomeric sheet waterproofing) as specified in Unified Facility Guide Specifications (UFGS) Section 07 13 53, complete, along all eaves and all valleys as shown on the Drawing Sheet 2 of 2, Typical Water Barrier

Installation Plan (Attachment 8); Provide and properly install, along entire existing roof ridge, a new metal ridge vent system, complete as specified in UFGS Sections 07 31 13 Asphalt Shingles and 07 72

00 Roof Ventilators, Gravity Type. Finally, the referenced ELINs and roof replacement shall be completely finished with, and include the supply and installation of, new aluminum metal drip strip along all eaves, and new specified "architectural” laminated asphalt shingles, as specified in UFGS

Section 07 31 13 Asphalt Shingles, and as reviewed, selected and approved by the Government in the roofing material submittal process. Any other trim and accessories necessary shall be installed, as required for a complete roof installation, at no additional cost to the Government. Payment will be based on a single roofing square unit (SQ). Each single roofing square unit or (square) equals 100 SF.

(2) Reference ELIN A002. Work shall include the inspection, removal, disposal off-site and replacement of existing wood roof substrate sheathing found to be damaged or deficient and shall match the existing sheathing dimensions. Payment will be based on square feet (SF) of area covered.

(3) Reference ELIN A003. Work shall include the inspection, removal, disposal off-site and replacement of existing wood roof soffit/eave framing and fascia boards members that are found to be damaged or deficient and shall match the existing framing or fascia board dimensions. Payment will be based on board feet (BF).

(4) Reference ELIN A004. Work shall include the following and as shown on the Drawing Sheet 2 of 2, Typical Fascia & Soffit Details (Attachment 8): removal and off-site disposal of existing solid metal soffit covering and/or exposed wood soffit sheathing complete; the inspection of existing exposed wood soffit framing along the underside of existing roof eave; installation of new perforated, continuously vented, finished metal soffit material to match the existing soffit color finish or approved equal, complete, along the underside of existing roof eave, over existing and/or repaired (if applicable) portions of open wood soffit framing. New metal soffit material color and finish shall be, as selected, reviewed and approved by the Government Contract Officer Representative, from the manufacturer’s standard colors and finishes, through the contract submittal process. Payment will be based on square feet (SF) of area covered.

(5) Reference ELIN A005. Work shall include the following: removal of existing building fascia material, disposal off-site and replacement with new metal fascia material covering completely installed to match and cover existing wood fascia member (typically 8” to 10” wide – may vary) along eave or gable wall; inspection of existing wood fascia board member and framing. New metal fascia material color and finish shall match existing fascia material and/or be, as selected and approved by the

Government Contract Officer Representative, from the manufacturer’s standard colors and finishes, through the contract submittal process. Payment will be based on linear feet (LF) of covered area.

(6) Reference ELIN A006. Work shall include the following: installation of a new complete structural standing seam metal roof (SSSMR) system on an existing building or portion thereof; complete removal of the existing shingled roof system materials or existing metal roof system materials and disposal off-site, to allow for the complete inspection of the existing substrate and the installation of new roofing felts, in accordance with the contract Steel Standing Seam Roofing UFGS Section 07 61

14.00 20 and prior to installation of the new SSSMR; as shown on the Drawing Sheet 2 of 2, Metal

Roofing Details (Attachment 8). The new SSSMR system shall also include a complete new ridge vent system, ventilated eave covers, and rake closures. The SSSMR system shall include the ability for the new metal roof to release any warm air, which infiltrates into the trapped air space, between the new metal roofing and the existing roof substrate. New SSSMR material, ridge vent system, ventilated eave covers, and rake closures color and finish shall be compatible, blend and match with the various, sloped-roof architectural building theme color and finishes, throughout the Fort Drum cantonment areas in Pine Plains, Mountain View and WSAAF. The new SSSMR material and associated system components’ color and finish, shall be as specified and shall match other area existing metal roof color and finishes, in the same vicinity, and/or be, as selected and approved by the Government Contract

Officer Representative, from the manufacturer’s standard colors and finishes, through the contract submittal process. Payment will be based on a single roofing square unit (SQ). Each single roofing square unit or (square) equals 100 SF.

(6a) Reference ELIN A006a. Work shall include the installation of new wooden purlins (double layers), perpendicular to the roof slope along with installation of new wooden nailers over the existing rafters and, over the entire roof area, as shown on the Drawing Sheet 2 of 2, Metal Roofing Details

(Attachment 8). Payment will be based on a single roofing square unit (SQ). Each single roofing square unit or (square) equals 100 SF.

(7) Reference ELIN A007. Work shall include the removal and disposal off-site and complete replacement of existing Ethylene-Propylene-Diene-Monomer (EPDM) elastomeric membrane roofing system, in accordance with the EPDM Roofing Specification UFGS Section 07 53 23, on a complete building or part thereof. This EPDM roof replacement shall include the following: removal and disposal off-site of all existing high density board (if applicable) and roof insulation, down to the existing roof deck substrate (metal roof deck and/or wood sheathing) including all existing associated flashing; installation and provision of new roof insulation to produce an R-48 value in accordance with

Roof and Deck Insulation UFGS Section 07 22 00; installation and mechanical fastening of new 7/16” thick OSB over new insulation per manufacturer’s recommendations to meet a 105 mile per hour wind resistance; installation of new fully adhered 60 mil thick Elastomeric Sheet Waterproofing

(TPO) membrane roof system UFGS Section 07 13 53 to new OSB, including all new associated flashing materials, fasteners and closures (in accordance with manufacturer’s design and recommendations) to ensure and develop a watertight installation and to be provided at no additional cost to the Government. NOTE: Removal of all existing coping material and replacement with new coping material to match the existing coping material shall be ordered under separate exhibit line item. Installation of new tapered insulation to recreate existing and additional crickets, to provide and insure, positive drainage of water to all existing roof drains; installation and provision of new wood nailers and wood blocking materials, for perimeter blocking to accommodate the new R-48 insulation;

installation of new replacement flashing shall be of ultra-violet resistant materials and as required to properly install and fit the finished roofing system conditions in accordance with the manufacturer’s recommendations and meet the referenced specifications. On roofs that are being repaired or replaced, all existing wood nailers shall NOT be reused. It shall be the Contractor’s responsibility to provide all new wood nailer and wood perimeter blocking material as may be required to properly install the finished roofing at no additional cost to the Government. Payment will be based on a single roofing square unit (SQ). Each single roofing square unit or (square) equals 100 SF.

(8) Reference ELIN A008. Work shall include the following: removal, disposal off-site and replacement of existing EPDM elastomeric roof system membrane, complete, in accordance with the EPDM

Roofing Specification UFGS Section 07 53 23 (including all high density board if applicable), flashings. Mechanically fasten new 7/16” thick OSB board over existing insulation, in accordance with manufacturer’s recommendations, to meet a 105 mile per hour wind speed resistance; fully adhere and replace with complete new installed 60 mil thick Elastomeric Sheet Waterproofing (TPO) membrane roof system UFGS Section 07 13 53, including all new associated flashing materials, fasteners and closures (in accordance with manufacturer’s recommendations) at no additional cost to the Government. NOTE: Removal of all existing coping material and replacement with new coping material to match the existing coping material shall be ordered under separate exhibit line item.

Payment will be based on a single roofing square unit (SQ). Each single roofing square unit or

(square) equals 100 SF.

(9) Reference ELIN A009. Work shall include the following: removal, disposal off-site and replacement of existing metal coping, complete, on existing building roof system or a portion thereof; replacement shall include new installed coping, with variable surface dimensions for various buildings throughout the cantonment and/or WSAAF areas, complete with new fasteners and closures as recommended by the manufacturer to ensure and develop a watertight seal. New metal coping material color and finish shall be compatible, blend and match the existing coping material and with the various architectural building themes throughout the Fort Drum cantonment areas in Pine Plains, Mountain View and

WSAAF. New metal coping color and finish shall be as specified in the Flashing and Sheet Metal

Specifications 076000, and match existing coping material color and finish and/or be, as selected, reviewed and approved by the Government Contract Officer Representative, from the manufacturer’s standard colors and finishes, through the contract submittal process. Payment will be based on square feet (SF) of area covered.

(10) Reference ELIN A010. Work shall include the following: the inspection of existing EDPM roof insulation; removal, disposal off-site and complete replacement of all damaged, deficient and wet insulation of the same type and thickness to match the existing roof insulation. Payment will be based on square feet (SF) of area covered.

(11) Reference ELIN A011. Work shall include the following: the inspection, removal, disposal off-site, repair and replacement of a damaged or deficient portion of existing EDPM elastomeric membrane roof system; and removal of the existing insulation to expose existing substrate for visual inspection.

The repair shall consist of removing the existing damaged membrane and insulation down to the existing substrate, inspect substrate for damage and repair as conditions dictate. Install new insulation to match the thickness and type of the existing and then repair the roofing membrane as per the manufacturer’s instructions and recommendations. Payment will be based on square feet (SF) of area covered.

(12) Reference ELIN A012. Work shall include the repair of holes or small rips in a very small portion of the existing EPDM roofing membrane on an existing roofing system. Prior to securing the patching membrane the area shall be properly cleaned and prepared to receive the patch as per the manufacturer’s instructions and recommendations. Payment will be based on square feet (SF) of area covered, for patch repair.

(13) Reference ELIN A013. Work shall include the repair of existing base flashing and existing open seams utilizing cleaner, primer and cover tape. The repairs shall consist of the proper cleaning of the open seams and base flashing as recommended by the elastomeric membrane manufacturer prior to performing the repairs to the affected areas. Payment will be based on lineal feet (LF) of area covered.

(14) Reference ELIN A014. Work shall include the repair of existing ballasted elastomeric membrane roofing systems. The repairs shall consist of the removal and storage of the existing ballast material to allow for the inspection of the existing membrane and determine the location of the leak. The leak will then be repaired as recommended by the elastomeric membrane manufacturer and the existing removed ballast replaced to match the existing conditions. Payment will be based on square feet (SF) of area

(15) Reference ELIN A015. Work shall include the following: removal and disposal off-site of existing ballasted EPDM elastomeric membrane roofing system, complete, down to the roof deck substrate;

removal and disposal off-site of all existing associated flashing; installation of new roof insulation shall produce R-48 value; installation and mechanical fastening of new 7/16” thick OSB over new insulation per manufacturer’s recommendations to meet a 105 mile per hour wind resistance; the complete replacement with, and installation of, new fully adhered 60 mil thick Elastomeric Sheet

Waterproofing (TPO) membrane roof system UFGS Section 07 13 53 to new OSB, including all new associated flashing materials, fasteners and closures (in accordance with manufacturer’s design and recommendations) to ensure and develop a watertight installation and to be provided at no additional cost to the Government. NOTE: Removal of all existing coping material and replacement with new coping material to match the existing coping material shall be ordered under separate exhibit line item. Utilization of tapered insulation to recreate existing and additional crickets for providing positive drainage of water to all existing roof drains. On roofs that are being repaired or replaced, all existing wood nailers shall NOT be reused. It shall be the Contractor’s responsibility to provide all new wood nailer material as may be required to properly install the finished roofing at no additional cost to the

Government. Provide new wood nailer block materials, for perimeter blocking to accommodate new

R-48 insulation, new replacement flashing shall be of ultra-violet resistant materials and as required to properly install the finished roofing system in accordance with the manufacturer’s recommendations and meeting the UFGS Section 07 13 53for elastomeric membrane roofing system. Payment will be based on a single roofing square unit (SQ). Each single roofing square unit or (square) equals 100 SF.

(16) Reference ELIN A016. Work shall include the following: removal and disposal off-site of existing built-up roof system material (consisting of several layers – no ballast), complete, down to the roof deck substrate; removal and disposal off-site of all existing associated flashing; installation of new roof insulation shall produce R-48 value; installation and mechanical fastening of new 7/16” thick

OSB over new insulation per manufacturer’s recommendations to meet a 105 mile per hour wind resistance; the complete replacement with, and installation of, new fully adhered 60 mil thick

Elastomeric Sheet Waterproofing (TPO) membrane roof system UFGS Section 07 13 53 to new OSB, including all new associated flashing materials, fasteners and closures (in accordance with manufacturer’s design and recommendations) to ensure and develop a watertight installation and to be provided at no additional cost to the Government. NOTE: Removal of all existing coping material and replacement with new coping material to match the existing coping material shall be ordered under separate exhibit line item. Utilization of tapered insulation to recreate existing and additional crickets for providing positive drainage of water to all existing roof drains. On roofs that are being repaired or replaced, all existing wood nailers shall NOT be reused. It shall be the Contractor’s responsibility to provide all new wood nailer material as may be required to properly install the finished roofing at no additional cost to the Government. Provide new wood nailer block materials, for perimeter blocking to accommodate new R-48 insulation, new replacement flashing shall be of ultra-violet resistant materials and as required to properly install the finished roofing system in accordance with the manufacturer’s recommendations and meeting the UFGS Section 07 13 53for elastomeric membrane roofing system.

Payment will be based on a single roofing square unit (SQ). Each single roofing square unit or (square) equals 100 SF.

(17) Reference ELIN A017. Work shall include the repair of existing metal roof mansard knuckles. The repairs for the mansard knuckles will consist of replacing the damaged knuckles with new ones that match the existing knuckles in profile and color. Payment will be based on each (EA) knuckle that is repaired.

(18) Reference ELIN A018. Work shall include the repair of damaged metal roofing sections. The repairs of the roofing sections will consist of repairing any damaged plumbing pipe venting projecting through the roof and securing a watertight metal roofing section to match the gauge and color of the existing metal roofing section. Payment will be based on square feet (SF) of area covered.

(19) Reference ELIN A019. Work shall include removal of existing gravity flow and /or turbine type ventilators from the existing roofs and the patching of the existing sheathing to allow for the installation of the new ridge vent system. The existing roof sheathing material shall be removed along the ridge as required by the manufacturer’s recommendation to allow for the proper installation of the new ridge vent system as described in UFGS Sections 07 31 13 Asphalt Shingles and 07 72 00 Roof

Ventilators, Gravity Type. Payment will be based on linear feet (LF) of ridge to receive the work.

(20) Reference ELIN A020. Work shall include the removal of the existing individual roof vents, shingles, felts and sheathing as required to allow for the installation of new sheathing, felts, shingles and new turbine vents. Payment shall be based on each (EA) vent installed.

(21) Reference ELIN A021. Work shall include the application of batten insulation which shall produce

R-48 value. Insulation shall be applied as per the manufacturer's instructions and as described in UFGS

Sections 07 21 16 (Mineral Fiber Blanket Insulation). Payment will be based on square feet (SF) of area covered.

(22) Reference ELIN A022. Work shall include the application of blown insulation which shall produce

R-48 value. Insulation shall be applied as per the manufacturer's instructions and as described in UFGS

Section 07 21 23 (Loose Fill Thermal Insulation). Payment will be based on square feet (SF) of area

(23) Reference ELIN A023. EMERGENCY REPAIRS to shingled roofs, consisting of 200 S.F. or more per building. Contractor shall mobilize within 24 hours of receiving order for emergency work and evaluate work required by coordinating with the PW Construction Representative (Con Rep). After initial coordination with PW representative on emergency repair work, the Contractor shall complete the temporary repairs for each line item within three days and in a manner which will prevent further leakage. Final, permanent repairs shall be completed within three weeks after initial notification of emergency repair. New shingles shall match existing color and finish to the maximum extent possible.

Payment will be based on square feet (SF) of area covered.

(23a) Reference ELIN A023a. Work shall cover the replacement of broken or missing, asphalt or fiberglass, 3-tab shingles (200 S.F. or more per building) on an EMERGENCY basis, as described in para.

"23." above.

(23b) Reference ELIN A023b. Work shall cover the replacement of broken or missing, asphalt or fiberglass, “Architectural Laminated” shingles (200 S.F. or more per building) on an EMERGENCY basis, as described in para. "23." above.

(23c) Reference ELIN A023c. Work shall cover the repair or replacement of ice panel flashing on roofs

(200 S.F. or more per building) on an EMERGENCY basis, as described in para. "23." above.

(24) Reference ELIN A024 EMERGENCY REPAIRS to shingled roofs, consisting of up to 199 S.F. per building. Contractor shall mobilize within 24 hours of receiving order for emergency work and evaluate work required by coordinating with the PW Construction Representative (Con Rep). After initial coordination with PW representative on emergency repair work, the Contractor shall complete the temporary repairs for each line item within three days and in a manner which will prevent further leakage. Final, permanent repairs shall be completed within three weeks after initial notification of emergency repair. New shingles shall match existing color and finish to the maximum extent possible.

Payment will be based on square feet (SF) of area covered.

(24a) Reference ELIN A024a. Work shall cover the replacement of broken or missing, asphalt or fiberglass, 3-tab shingles (up to 199 S.F. per building) on an EMERGENCY basis, as described in para. "24."

above.

(24b) Reference ELIN A024b. Work shall cover the replacement of broken or missing, asphalt or fiberglass, “Architectural Laminated” (up to 199 SF per building) on an EMERGENCY basis, as described in para. "24." above.

NOTE: Except in an emergency, the Contractor shall accomplish aforementioned new replacement roof shingling work and removal of existing roof materials when the outside ambient air temperature is

45 degrees Fahrenheit and rising in accordance with the specifications. Contractor shall not start any existing roof shingle removal unless new replacement shingled roof face is completed all the way to the roof ridge.

SW-5 SUBMITTALS: Submittals shall be provided as required by each task order. Failure to furnish submittals could result in a work stoppage and in addition, materials furnished and/or installed not meeting the specifications may be rejected by the Contracting Officer or his duly appointed representative. Electronic submittals shall be provided within 10 days after task order award for review and approval.

SW-6 PROTECTION AND RESTORATION OF WORK AREA: During work operations, the Contractor shall protect all designated existing work sites and grounds with the proper barricades (including barricades with flashing safety lights at night where appropriate), signs, flagging and/or other acceptable safety control/protective devices. All existing work sites, structures or facilities to include access roads, vegetation, and utilities, disturbed or damaged by the Contractor’s operations, other than those designated to be demolished, shall be repaired, replaced, and/or restored by the Contractor at no additional cost to the Government. The work shall be performed in an approved professional manner and shall be acceptable to the Contracting Officer.

SW-7 CLARIFICATION OF WORK: It is the responsibility of the Contractor to visit the site of work on each task order to survey the existing conditions and verify all portions of the work to be done. A site visit will be conducted by the Government for each task order.

SW-8 DISPOSITION OF MATERIALS: All materials which are not reused shall be classified as unsalvageable material. Unsalvageable material shall be identified as non-recoverable or recyclable and segregated on site. Unsalvageable material shall be removed from the site by the Contractor and disposed of off-post in accordance with local, state and federal laws and regulations. Recoverable materials shall be diverted from disposal through recycling or re-use in accordance with federal and state law and regulation. Weights in pounds or tons for disposal and recycle shall be forwarded to the Public Works, Environmental Division at the completion of work. In case of a conflict among these laws and regulations, the most stringent law or regulation shall apply.

SW-9 SCHEDULE OF OPERATIONS: The Contractor shall submit a schedule of proposed operations for each task order to the Con Rep for approval. Such schedule shall be subject to change so that the Contractor's work does not conflict with or otherwise disrupt normal operations of the Government. (Attachment 3, Data

Item No. D001)

SW-10 NORMAL WORKING HOURS: Normal working hours on Fort Drum are 0730 to 1600 hours, Monday through Friday, excluding holidays. All work shall be performed during these hours unless otherwise approved by the Contracting Officer. The Contractor may be required to reimburse the Government for the cost of inspecting work performed outside of normal working hours.

SW-11 CLEAN-UP: The Contractor shall clean up and containerize all debris and discarded materials resulting from his operations at the end of each workday. The Contractor shall ensure that debris collection containers are closed and secured at the end of each workday. The Contractor shall institute measures for the daily prevention of blow-away litter and debris from the worksite. Open burning of scrap or unsalvageable material is forbidden.

a. AIRFIELD ONLY FOREIGN OBJECT DAMAGE (FOD): Aircraft and aircraft engines are subject to FOD from debris and waste material lying on airfield pavements. Remove all such materials that may appear on operational aircraft pavements due to the Contractor's operations. If necessary, the Contracting Officer may require the Contractor to install a temporary barricade at the Contractor's expense to control the spread of FOD potential debris. The barricade shall consist of a fence covered with a fabric designed to stop the spread of debris; anchor the fence and fabric to prevent displacement by winds or jet/prop blasts. Remove barricade when no longer required.

b. CONSTRUCTION & DEMOLITION DEBRIS: In accordance with UFGS Section 01 74 19

Construction and Demolition Waste Management, prior to initiating any site preparation work, a

Waste Management Plan shall be submitted to Fort Drum Directorate of Public Works

Environmental Division, within 15 days after Notice to Proceed. (Attachment 5, Data Item No.

D010)

c. Disposal and Recycling:

i. All unsalvageable solid waste must be disposed off of the installation at a federal or state permitted facility.

ii. Weight tickets will be required to tally total weights for solid waste disposed off of the installation.

Weights are to be reported in pounds or tons.

iii. Due dates of reporting to the Fort Drum Directorate of Public Works Environmental Division, are

1 January, 1 April, 1 July, and 1 October of each year.

d. Salvage, recycle, and reuse any material recovered from construction, renovation, and demolition projects not disposed of at a permitted landfill.

i. Salvage materials may include, but are not limited to, metals, wood, plastic, glass, paper, or cardboard.

ii. Weights for these materials will be tallied using weight tickets if available. If weight tickets are not available, a best estimate will suffice. Weights are to be reported in pounds or tons.

iii. Due dates of reporting to the Fort Drum Directorate of Public Works Environmental Division, are

1 January, 1 April, 1 July, and 1 October of each year.

SW-12 PROJECT ACCESS: The Contractor shall maintain access to the job site at all times under all normal seasonal weather conditions, at no additional cost to the Government.

SW-13 INSTALLATION ACCESS, CONTROL AND SECURITY:

INSTALLATION ACCESS AND IDENTIFICATION OF CONTRACTOR’S EMPLOYEES: Installation

Access: Installation Access and Identification of Contractor’s Employees – Entry to the installation requires the following: current vehicle registration, proof of insurance, valid driver's license for the vehicle driver, and picture identification for other personnel. Contractors/Subcontractors and their employees requiring access to the installation will be required to comply with the installation access control policy/procedures. The

Government will not be responsible for damages due to delay/stoppages caused by failure to comply.

Contractors shall be restricted to physically sign in at Paul Cerjan Gate, Gas Alley, or WSAAF Gates for entry unless they have a DoD issued ID card, possess a valid, previously issued RAPIDGate pass, or have a local pass. The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

PERSONNEL: The Contractor shall provide a list of names and dates of birth of all employees that will be working on this contract to include subcontractors. CORs/Contract Technical Representatives are required to complete an IMDR-ES Form 2,Application for Sponsorship (Attachment 7) for all individuals needing access under the contract and submit to usarmy.drum.imcom-atlantic.mbx.des-acp@mail.mil at least 7 days prior to access being needed.

DoD ID Credential: Each employee who requires access to Fort Drum to perform work under any contract, at any tier, must obtain a DoD identification credential to obtain access to Fort Drum. RAPIDGate identification credential is being phased out and will not be acceptable for entry to Fort Drum after the expiration date of the credential or 27 November 2016, whichever is earlier. DoD identification credential is required if the employee requires access to Fort Drum.

file:///C:/Users/charles.childs/AppData/Local/Microsoft/Windows/Temporary%20Internet%20Files/Content.Outlook/HMG2XHZK/usarmy.drum.imcom-atlantic.mbx.des-acp@mail.mil

The Contractor shall provide information as required by the Fort Drum Chief, Physical Security to enable the government to conduct a criminal history background check (CHBC) on contractor employees who are to have access to Fort Drum. If the CHBC is not adverse, a 30 day temporary access pass will be prepared by the Fort

Drum Physical Security Division while the contractor’s employee makes and appointment for a Local Access

Badge (LAB) to be created if access is needed longer than 30 days. A LAB will be issued for a period of no longer than 365 days at a time. If the CHBC is adverse, the employee will be denied access. If access is denied for any reason, the contractor’s employee may request adjudication or a waiver from the installation. If a contractor’s employee is denied access for any reason the employee will not be allowed access until the case is adjudicated or a waiver is requested and approved. There is an appeals process through the Directorate of

Emergency Services. Final determination to allow entry and the issuance of a DoD credentials rest with the

Garrison Commander or his designee, the Director, Emergency Services.

If an employee no longer needs the DoD identification credential for any reason (e.g. quits his/her job or no longer performs under the contract), the contractor is required to collect the DoD identification credential from the employee and surrender it to the Fort Drum Physical Security Division within four (4) calendar days of such change. If the DoD identification credential cannot be returned within the required time frame for any reason, the contractor shall immediately notify the Physical Security Division verbally, followed up in writing the next work day. Email notification is authorized. An employee’s inability to obtain entrance to a Government installation because he/she does not have the required identification badge or visitor’s pass shall not excuse timely performance of the requirements of this contract. DoD identification credentials are currently issued at the Fort Drum Physical Security Division located in the Fort Drum MP Station. The Government may change the location at which DoD identification credential are issued or returned, with or without advance notice to the contractor. Any such changes shall not be a basis for adjusting the contract price under any clause of this contract.

DoD identification credential will not be reproduced or copied by the contractor, its subcontractors, or their employees. If an employee’s DoD identification credential is lost, stolen, or reproduced, the contractor shall verbally report the loss, theft, or reproduction to the Fort Drum Physical Security Division on the day such loss, theft, or reproduction is discovered, followed by a written report of the circumstances to the Fort Drum Physical

Security Division within two (2) calendar days.

Each contractor employee shall wear the DoD identification credential while performing work under the contract. The DoD identification credential shall be worn on the upper front of the outer garment unless precluded by OSHA regulation(s). The DoD identification credential will not be used for access to any

Government installation except for performance of work under the contract for which is was issued.

The contractor, shall upon expiration or termination of the contract, collect all DoD identification credentials and turn them into the COR.

SEARCH AND CONTROL: Fort Drum is a controlled access post. All vehicles and personnel are subject to search and seizure of contraband and/or unauthorized Government property. Contractor vehicles (contractor-owned and personal), contractor employees, and their personal property shall be subject to searches and seizure of contraband and/or unauthorized Government property upon entering or leaving the Installation. The search and seizure provisions of AR 190-16 shall apply to contractor personnel entering or leaving Fort Drum.

iWATCH TRAINING: It is recommended that the contractor and all associated sub-contractors participate in the local iWATCH program. This training is available through the requiring activity Anti-Terrorism Officer, or

Directorate of Emergency Service. This local developed training will be used to inform contractor employees of the types of behavior to watch for and instruct contractor employees to report suspicious activity to the COR.

RANGE ACCESS: If work is to be performed on a range, the Range Control office will issue a “range pass” for contractor and contractor employee vehicles, allowing access to the range areas on Fort Drum. The range pass will be shown to any proper military or civilian authority, if requested.

SW-14 SITE RESTRICTIONS:

a. There will be only one on-site staging area for construction operations for the requested task order and no other lay down area will be provided to the Contractor by the Government other than project issued to the

Contractor.

a. Due to the security requirements of the Installation, contractors will need to be registered with the

Installation. The Contractor will need to accommodate the security requirements for materials and personnel that enter and leave the site. A standard check-in and check-out procedure will occur at the

Guard House located at the perimeter fence gate. These issues will be discussed at the preconstruction conference.

SW-15 UTILITIES: Existing utility lines, electric, water and sewer, will be available to the Contractor for use at the laydown area (if available) for office trailers. Any extension, connection or alteration needed will be performed by the Contractor at its expense and coordinated with the Fort Drum Directorate of Public Works

O&M Division. Utilities will be metered or flat rated depending on length of use and anticipated amount of use.

All modifications to existing utilities will be removed at completion of the project by the Contractor. Use of the above utilities will be charged to the Contractor based on current utility rates, which are available from the

Utilities Section of the Fort Drum Directorate of Public Works O&M Division. Use of utilities at the worksite to perform work will be allowed when they are available at no charge. Utility outages shall be requested in writing from the Fort Drum Directorate of Public Works Construction Inspection Branch, so that NLT two weeks’ notice can be given to affected customers. (Attachment 3, Data Item No. D002)

SW-16 MATERIALS USED: Unless otherwise specified, all materials used for this Contract shall be new and unused. In all instances where a product containing non-hazardous components can be substituted for a product with hazardous components, the Contractor will use the product containing the non-hazardous components. The

Contractor shall provide Material Safety Data Sheets (MSDS) to the Emergency Planning and Community

Right-to-Know Act (EPCRA) Manager at Fort Drum Directorate of Public Works Environmental Division upon request. (Attachment 3, Data Item No. D004)

SW-17 TESTING ORGANIZATION LABELS: The Contractor may submit, in lieu of any testing organization label required by these specifications (i.e., Underwriter's Laboratories Foundation for Cross-

Connection Control and Hydraulic Research, or AMCA), a written certification from any nationally recognized testing agency, adequately equipped and competent to perform such services that the item required to be labeled has been tested and conforms to the standard, including the methods of test, of the appropriate testing organizations listed in these specifications. (Attachment 4, Data Item No. D005)

SW-18 FEDERAL HOLIDAYS: Any reference made to holidays shall be construed to mean the Government holidays listed below:

New Year's Day 1 January

Martin Luther King Day 3rd Monday in January

President's Day 3rd Monday in February

Memorial Day last Monday in May

Independence Day 4 July

Labor Day 1st Monday in September

Columbus Day 2nd Monday in October

Veteran's Day 11 November

Thanksgiving Day 4th Thursday in November

Christmas Day 25 December

When one of the above designated legal holidays falls on a Sunday, the following Monday will be observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday will be observed as a legal holiday.

SW-19 CONTRACTOR'S REPRESENTATIVE: A competent foreman or superintendent, with authority to act on behalf of the Contractor, must be present at the job site at all times that work is going on. The name of the foreman or superintendent will be furnished in writing to the Contracting Officer. If the foreman or superintendent is changed during the life of the Contract, the Contracting Officer shall be notified within 5 business days.

SW-20 CONTRACTOR PERSONNEL:

a. The Contractor shall be responsible for selecting qualified personnel to perform and supervise the work under this Contract, and for informing them of all improvements, changes and methods of operations. In addition:

i. All personnel employed by the Contractor or any representative of the Contractor entering the

Government Installation shall conform to all security or force protection regulations, which may be in effect during the contract period and shall be subject to such checks as may be deemed necessary to assure that no violations occur. No employee or representative will be permitted on the Installation when such check reveals that his or her presence would be detrimental to the physical or operational security of the installation.

ii. Contractor employees shall be appropriately dressed, including individual protective clothing and equipment, for the work to be done. The Contractor shall not allow any employee possessing, or under the influence of, alcohol or controlled substances to perform work. During the contract term, Government rules, regulations, laws, directives, and requirements in place or issued relating to law and order, Installation administration, and security on the Installation shall apply to all Contractor employees or representatives who enter the Installation or who travel using Government transportation.

Violation of such rules, regulations, laws, directives, or requirements shall be grounds for removal

(permanently or temporarily as the Government determines) from the work site. Individuals who violate such rules, regulations, laws, directives, or requirements may be denied access to the Installation, either temporarily or permanently. Contractor personnel receiving a driving under the influence (DUI) conviction may be prohibited from driving on the installation. Contractor employees shall not loiter in any working or patron area. Upon completion of their assigned shift, employees shall depart the facilities. The Contractor shall allow only authorized personnel to be present in work performance areas. There will be no smoking in Government-Furnished vehicles or within any facility provided for performance of work under this contract. Smoking is only permitted in Fort Drum designated smoking areas.

b. Relationship between Government, Contractor, and Contractor Personnel: The services to be delivered by the Contractor to the Government are non-personal services, and no employer-employee or master-servant relationship will exist under the Contract between the Government/Government Personnel and Contractor.

Contractor personnel shall be responsible not to the Government, but solely to the Contractor, who shall be accountable to the Government. The services to be performed under this contract shall not require the

Contractor or his employees to exercise personal judgment and discretion on behalf of the Government.

Contractor personnel shall act and exercise personal judgment and discretion on behalf of the Contractor.

c. The Contractor shall not hire any person for this contract whose employment would result in a conflict of interest, or employment which is prohibited by the Department of Defense Regulation 5500.7-R entitled

"Joint Ethics Regulation (JER)", dated August 30, 1993.

d. While on the Installation the Contractor's employees shall be subject to the same general rules of conduct that apply to Government civilian employees. The Government reserves the right to refuse Installation access to any Contractor employee if the Installation Commander or designee determines it to be in the best interests of the Government.

e. The Contractor will be required to respond within two working days from the time contacted by the

Contracting Officer or the designated representative regarding conduct of Contractor employees.

SW-21 MINIMUM INSURANCE…