W911S2-19-B-8000-0002,_Amendment_2.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 for this amendment is the follow ing:

1. To modify Exhibit A-Detailed Pricing Schedule ELINs 12A and 13. Changed ELIN 012A unit from SY to LF. Changed ELIN 012B quantity from 450,000 to 600,000. Changed ELIN 013 quantity from 300,000 to 600,000 and changed unit from SY to LF.

2. To change paragraph d12. of the SOW, to remove the reference to SY. Changed paragraph d12A. from SY to LF. Changed paragraph d13. from SY to LF.

3. To extend solicitation closing date from 22 March 2019 to 2 April 2019.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 29

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

16C. DATE SIGNED

BY 22-Mar-2019

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 W911S219B8000

X 9B. DATED (SEE ITEM 11)

12-Feb-2019

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 X is extended, 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

22-Mar-2019

CODE

MICC-FT DRUM

925TH CBN & MICC FORT DRUM

FORT DRUM NY 13602-5434

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911S2-19-B-8000

W911S219B8000

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 22-Mar-2019 02:00 PM to 02-Apr-2019 02:00 PM.

The required performance has changed from TITLE: ASPHALT REQUIREMENTSDATE & TIME OF BID OPENING: 22 March 2019, 2:00 P.M.EST BIDS ARE DUE NO LATER THAN 2:00 pm EST, 22 March 2019 and are to be delivered or mailed to P31 Quartermaster Road, Fort Drum, NY 13602. Bids, bid amendments (if applicable) and other required documents must be submitted in sealed envelopes or packages addressed to the office specified in Paragraph 7, Section 00100, of this soilcitation. The envelopes or packages shall contain the specified time and date for receipt, the solicitation number, and the name and address of the Bidder in accordance with FAR Part 52.214-5(a), Submission of Bids.For each item offered on the Detailed Pricing Schedule (Exhibit A), Bidders shall enter unit prices only in the Excel format provided. The extended price of each item offered in the "Estimated Amount" column, as well as the totals, are calculated automatically. Bidders shall complete the Detailed Pricing Schedule as indicated in the Notes located at the bottom of the schedule.* NOTE: The Contractor shall complete performance IAW the time specified in each Task Order.

to TITLE: ASPHALT REQUIREMENTSDATE & TIME OF BID OPENING: 2 April 2019, 2:00 P.M.EST BIDS ARE DUE NO LATER THAN 2:00 pm EST, 2 April 2019 and are to be delivered or mailed to P31 Quartermaster Road, Fort Drum, NY 13602. Bids, bid amendments (if applicable) and other required documents must be submitted in sealed envelopes or packages addressed to the office specified in Paragraph 7, Section 00100, of this soilcitation. The envelopes or packages shall contain the specified time and date for receipt, the solicitation number, and the name and address of the Bidder in accordance with FAR Part 52.214-5(a), Submission of Bids.For each item offered on the Detailed Pricing Schedule (Exhibit A), Bidders shall enter unit prices only in the Excel format provided. The extended price of each item offered in the "Estimated Amount" column, as well as the totals, are calculated automatically. Bidders shall complete the Detailed Pricing Schedule as indicated in the Notes located at the bottom of the schedule.* NOTE: The Contractor shall complete performance IAW the time specified in each Task Order..

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

INSTRUCTION TO BIDDERS

1. MAGNITUDE OF PROJECT: The magnitude of construction for the entire 48 month contract ordering period is between $5,000,000.00 and $10,000,000.00 IAW FAR 36.204(g).

2. COMPETITION: This acquisition is 100% Set-Aside for 8(a) small business concerns pursuant to the requirements of FAR Subpart 19.8 -- Contracting with the Small Business Administration (The 8(a) Program), and FAR Clause 52.219-18 (Alternate I) -- Notification of Competition Limited to Eligible 8(a) Concerns. The SBA has determined competition will be restricted to 8(a) firms certified within the states of New York, Ohio, and Pennsylvania.

3. NORTH AMERICAN INDUSTRY CLASSIFICATION SYSTEM (NAICS): The NAICS Code for this acquisition is 237310, Highway, Street & Bridge Construction. The Size Standard is $36,500,000.00.

4. LIQUIDATED DAMAGES: See Section 00700-Contract Clauses, FAR clause 52.211-12 -- Liquidated Damages –Construction.

W911S219B8000

5. EXPLANATION TO PROSPECTIVE BIDDERS: See Section 00100-Bidding Schedule/Instruction to Bidders, FAR Provision 52.214-6 --Explanation to Prospective Bidders, for information on explanations or interpretations.

6. BID GUARANTEE: A bid guarantee is REQUIRED and must be submitted with the bid (see Section 00100- Bidding Schedule/Instruction to Bidders, FAR clause 52.228-1 -- Bid Guarantee). Failure to submit a bid guarantee in accordance with FAR clause 52.228-1 may render the bid nonresponsive pursuant to FAR 14.301(a), Responsiveness of Bids, and NOT eligible for award.

7. BIDS: All bids must be submitted in hard copy along with documents in digital format on a Compact Disk(CD), prior to the bid due date and time in Box 10 of this solicitation (1st page). Invitation for Bid (IFB) contains provisions and other items required to be completed by the bidder and returned with its bid. Bids can be mailed or hand delivered to the Mission and Installation Contracting Command , 31 Quartermaster Road, Fort Drum, NY 13602. Failure to provide this information in hard copy and CD with the bid may render the bid nonresponsive and not eligible for award. Hard copy bids will be opened and read at the Mission and Installation Contracting Command, 31 Quartermaster Road, Fort Drum, New York, at 2:00 pm on 2 April 2019.

8. SOLICITATION PROVISIONS: This solicitation contains provisions and other items required to be completed electronically by the bidder (see paragraph 9, System for Award Management). Some provisions and other items required are not available online and must be completed by the bidder and returned with its bid in electronic format. Failure to provide this information may render the bidder non-responsive (see Sections 00100, 00600, and 00700).

9. SYSTEM FOR AWARD MANAGEMENT (SAM): To be eligible for award of a Department of Defense (DoD) contract, Contractor registration in the SAM database is required (see FAR clause 52.204-7, System for Award Management). The information contained within the interested bidder's record must be current (see FAR clause 52.204-13, System for Award Management Maintenance). Failure to register with SAM shall make the Contractor ineligible for award. Register electronically for free by accessing the on-line SAM registration from the following website address: https://www.sam.gov.

10. CONSTRUCTION WAGE RATE REQUIREMENTS: The Davis-Bacon Wage Decision included in Attachment 2 shall apply to this solicitation and resulting contract (see Section 00700-contract Clauses, FAR clauses 52.222-6 –Construction Wage Rate Requirements and 52.222-13 -- Compliance with Construction Wage Rate Requirements and Related Regulations for additional information). The wage decision may not contain all positions that are applicable to the features of work in the contract; therefore for any work classifications or positions that are not included, the wage rates must NOT be lower than the lowest skilled rate that is included in the wage decision. Under no circumstances will any resulting contract be modified to increase the contract price solely on adjustments or changes in any wage rates or due to any conformance action, to include a missing classification. The Davis-Bacon Wage Decision included in Attachment 1 will be updated annually.

11. BIDDER ACCEPTANCE PERIOD: See Standard Form 1442, SOLICITATION, OFFER, AND AWARD, BLOCK 13 D. AND BLOCK 17. Bidders providing less than 120 calendar days for Government acceptance after the date bids are due will not be considered for award and will be rejected. If the bidder would like to provide more than 120 calendar days to be considered, the number of days needs to be inserted in BLOCK 17.

Failure to insert any number in BLOCK 17 means the bidder accepts the minimum in Item 13D.

12. PERFORMANCE AND PAYMENT BONDS: Bidders are reminded of the requirement for performance and payment bonds (see BLOCK 12A of the STANDARD FORM 1442 – SOLICITATION, OFFER, AND AWARD and Section 00700-Contract Clauses, FAR clause 52.228-15 -- Performance and Payment Bonds -- Construction). Performance and Payment bonds are required in the penal sum established by each Task Order. For orders over $35,000.00, Performance and Payment Bonds shall be equal to 100% of the price of the Task Order. For orders exceeding $35,000.00, but not greater than $150,000.00 an irrevocable letter of credit (ILC) may be submitted in place of the payment bond. Bond(s)/ILC shall be due within 10 calendar days of Task Order award, as indicated in Box 12A and 12B of the solicitation. Bidders shall complete Exhibit A- detail pricing schedule to calculate the Total Task Order Amount for Assigned ELIN’s and list that amount on Exhibit A., item T1. Bidders will use that amount as the total amount of the Contract in order to bid its Performance and Payment bonds Estimate.

W911S219B8000

The Total Estimated Performance and Payment Bonds shall be added to Exhibit A, item T2. The Total Estimated Performance and Payment Bond will determine a bonding rate in percentage terms that will be used to calculate the task order bonds amount. The bonding rate is fixed and will not be adjusted for actual cost. The total bond amount when all task orders are added together over the 4 year ordering period will not exceed the amount of CLIN 0002 on the awarded contract.

13. BASIS FOR AWARD: Award shall be made to the responsive and responsible bidder who presents the Government with the lowest-priced bid. To enter your complete bid price, take the amount from the TOTAL TASK ORDER AMOUNT FOR ASSIGNED ELINS in Exhibit A – Detailed Pricing Schedule and place in CLIN 0001 NET AMT, item T1. Take the amount from the TOTAL ESTIMATED PERFORMANCE AND PAYMENT BONDS in Exhibit A – Detailed Pricing Schedule, item T2 and place in CLIN 0002. Add CLIN 0001 and CLIN 0002 and enter this amount into the total amount on the Solicitation.

14. REFERENCES: Bidders are required to provide a list of at least three references wherein the bidder performed the same or similar work as that being sought under this IFB. At least one Government reference, if available, is requested. References shall include the Company/Agency point of contact, and a phone number/e-mail address.

15. AMENDMENTS: No bidders’ mailing list will be maintained. It is the responsibility of all interested parties wishing to bid on this requirement to monitor the FedBizOpps web page at https://www.fbo.gov/ for any/all amendments to this Solicitation. Failure to respond to an amendment may render the bid to be considered nonresponsive and thereby rejected.

16. CLARIFICATION OF WORK: It is the responsibility of the contractor to visit the site of work on each taskorder 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.

17. VETS-4212: Federal Contractors and subcontractors who receive Federal contracts of $150,000 or more are required to annually file, no later than September 30th of each year, Form No. VETS-4212 entitled "Federal Contractor Veterans' Employment Report" with the Department of Labor. In addition, all Federal Contracting Officers are prohibited from awarding contracts or disbursing funds to Federal contractors or subcontractors that have not submitted a current VETS-4212 Report. For more information on this requirement, see the following website: http://www.dol.gov/vets/vets4212.htm.

18. SOLICITATION QUESTIONS: Questions shall be in writing and e-mailed to travis.m.bettinger.mil@mail.mil and anthony.j.sligar2.civ@mail.mil. Questions concerning this solicitation will be accepted up to 4:00 pm on 25 February 2019. Responses to all questions will be posted on the FedBizOpps web page at https://www.fbo.gov/. Fort Drum does not commit to respond to any questions submitted after 4 February 2019, but will make every attempt to promptly answer all relevant questions.

19. CONTRACTOR MANPOWER REPORTING: Contractor shall provide data on Contractor labor hours (including subcontractor labor hours) for performance of this contract IAW the Statement of Work (SOW).

Contractors filing their Contractor Manpower Reports will receive immediate e-mail confirmation that their reports have been received in the system. Proof of completion shall be uploaded into Wide Area Work Flow with the last invoice of the reporting period to facilitate final contract payment.

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

STATEMENT OF WORK

Section 00800 -

W911S219B8000

Special Contract Requirements

STATEMENT OF

WORK

1) TECHNICAL SCOPE OF WORK

a) SCOPE: The Contractor shall provide all supervision, plant, labor, equipment, materials and appliances, and perform all work necessary to maintain, repair, and construct gravel pads, roads, parking lots, asphalt concrete pavement pads, and pavement markings, in accordance with the specifications and drawings, and subject to the terms and conditions of the contract from the date of contract award through 30 April 2023.

b) GENERAL: All work shall be done by personnel 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 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 the Mission and Installation Contracting Office-Fort Drum, NY. The Contractor shall have a representative attend who has authority to make decisions for, and sign contractual documents on behalf of the Contractor.

c) LOCATION: The site of the proposed work is located within the Cantonment

Area of Fort Drum and Wheeler-Sack Army Airfield, approximately ten miles northeast of Watertown, New York; and in the range areas of Fort Drum, which can be up to 50 miles from the cantonment area.

d) PRINCIPAL FEATURES: The work to be performed will include, but is not limited to, the following items in accordance with the contract documents:

1) GENERAL REQUIREMENTS (See Exhibit A, Line Item

001): The quantity ordered and payment for this ELIN will be computed based on a percentage of the total summed construction ELINs combined, and will be included for each task order (TO).

The Contractor shall provide and implement General Requirements that include, but are not limited to: mobilization and demobilization, construction and removal of temporary construction entrances, temporary removal and replacement of signage, quality control for minor construction including density testing and submitted results, temporary environmental controls, environmental protection, temporary storm water pollution control (such as required Best Management Practices (BMPs)), and construction and demolition waste management.

2) CLEAR & GRUBB (See Exhibit A, Line Items 002A, 002B, 002C, 002D, and 002E): The quantity ordered and payment for these ELINs will be on a per acre (AC) basis for Light, Medium, and Heavy vegetation clearing and grubbing; and on a per each (EA) basis for individual tree clearing and grubbing. Acreage shall be computed to the nearest 0.1 acres (i.e., 0.150 acres shall be rounded up to 0.2 acres and 0.149 acres shall be rounded down to

W911S219B8000

0.1 acres).

All clearing and grubbing operations for work completed under this contract shall be specific to other work ordered under this contract.

Clearing and grubbing shall not be ordered under this contract for the sole purpose of site preparation associated with other construction activities.

For the purpose of clearing and grubbing, the project site shall be as defined below and shall be based on the preponderance of existing vegetation at the site. Where the preponderance of vegetation cannot easily be discerned, the greater level of clearing and grubbing effort shall be used (i.e., if the site cannot be easily cauterized between LIGHT and MEDIUM, the ELIN for MEDIUM shall be used). Clearing and grubbing of trees greater than 24 inches in diameter at breast height (DBH) is beyond the scope of this contract.

A. LIGHT (See Exhibit A, Line Item 002A): Light clearing and grubbing is defined as vegetation, brush, and trees ≤ 6 inches DBH. Payment will be made on a per acre basis to the nearest 0.1 acres.

B. MEDIUM (See Exhibit A, Line Item 002B): Medium clearing and grubbing is defined as vegetation, brush, and trees > 6 to ≤ 12 inches DBH and all vegetation defined as LIGHT. Payment will be made on a per acre basis to the nearest 0.1 acres.

C. HEAVY (See Exhibit A, Line Item 002C): Heavy clearing and grubbing is defined as vegetation, brush, and trees > 12 to ≤ 24 inches DBH and all vegetation defined as LIGHT and MEDIUM. Payment will be made on a per acre basis to the nearest 0.1 acres.

D. SELECT TREES ≤ 12 Inches DBH (See Exhibit A, Line Item 002D): Select individual tree clearing and grubbing is defined as trees ≤ 12 inches DBH. This ELIN shall only be used for the clearing and grubbing of select trees when specifically stated in the statement of work (SOW). This ELIN shall not be used to “supplement” LIGHT, MEDIUM, or HEAVY clearing and grubbing defined sites.

E. SELECT TREES > 12 Inches to ≤ 24 Inches DBH (See Exhibit A, Line

Item 002E): Select individual tree clearing and grubbing is defined as trees > 12 Inches ≤ 24 inches DBH. This ELIN shall only be used for the clearing and grubbing of select trees when specifically stated in the SOW. This ELIN shall not be used to “supplement” LIGHT, MEDIUM, or HEAVY clearing and grubbing defined sites.

a) Complete clearing and grubbing in accordance with the technical requirements of the contract specifications, Fort Drum requirements, and as defined herein.

b) Clearing of trees and vegetation shall be completed in accordance with Implementing Instruction for Endangered Species Act Consultation Requirements for the Federally- Endangered Indiana Bat and Federally Threatened Northern Long-Eared Bat on Fort Drum Military Installation, June 2015. This implementing requirement may or may not be updated/revised during the performance period of the contract. The Contractor shall comply with the latest edition and subsequent updates or revisions during the performance period of this contract. Clearing and Grubbing tress and vegetation shall occur between 16 October and 15 April.

c) Clearing shall consist of the felling, trimming, and cutting of trees into sections and the satisfactory disposal of the trees and other vegetation designated for removal, including downed timber, snags, brush, and rubbish occurring within the areas to be cleared.

Trees, stumps, roots, brush, and other vegetation in areas to be cleared shall be cut off flush with or below the original ground surface, except such trees and vegetation as may be indicated or directed to be left standing.

i) Trees designated to be left standing within the cleared areas shall be trimmed of dead branches 1-1/2 inches or more in diameter and shall be trimmed of all branches the heights 12-feet above ground surface or as indicated or directed.

ii) Limbs and branches to be trimmed shall be neatly cut close to the bole of the tree or main branches. Cuts more than 1-1/2 inches in diameter shall be painted with an approved tree-wound paint.

d) Grubbing: Shall consist of the removal and disposal of stumps, roots larger than 3 inches in diameter, and matted roots from the designated grubbing areas.

i) Material to be grubbed, together with logs and other organic or metallic debris not suitable for backfill purposes, shall be removed to a depth of not less than 18 inches below the original surface level of the ground in areas indicated to be grubbed and in areas indicated as construction areas under this contract, such as areas for buildings, and areas to be paved.

ii) Depressions made by grubbing shall be filled with similar material to what was removed, and compacted to make the surface conform to the original adjacent surface of the ground.

e) The Contractor shall coordinate through the Directorate of Public Works (DPW)

Engineering Division’s Project Manager for the environmental review of the tree clearing limits with Fort Drum’s Forest Management Program and Fish & Wildlife Management Program.

f) Requests for environmental review shall be submitted to DPW Engineering Division’s

Project Manager a minimum of five (5) business days prior to scheduled tree clearing operations.

g) No tree cutting, clearing of vegetation, or grubbing operations will be permitted prior to

Government approval of the clearing limits.

h) Once the final footprint has been established on the ground, and clearing limit drawing files have been provided, Fort Drum’s Forest Management Program will make a determination of timber value as either un-merchantable or merchantable.

i) Merchantable timber shall be marked with red paint by the Forest Management Program inspector.

j) Timber determined to be un-merchantable due to size, species, or amount shall be the Contractor’s responsibility to dispose of off of the installation at an appropriately permitted facility. Timber determined to have value to the Government shall be handled in one of the two options:

Option 1: The Contractor shall fell, limb, haul, and pile all valued timber in an area designated by the DPW Environmental Forestry Management Program (this is typical of small project foot prints and low quantities of trees). Government retains ownership of the timber with value.

Option 2: Timber rights for the timber to be removed on this project are required to be purchased from the U.S. Government prior to removal. The Contractor will execute a local sale contract with the Fort Drum Forest Management Program at fair market value (as determined by the Forest Management Program based on historical Fort Drum stumpage values). The Contractor shall deposit into the Army Forestry Account a dollar amount equal to the fair market value of the timber.

k) Where the Forest Management Program will harvest the timber through a commercial timber sale, the Contractor shall coordinate work with the Forest Management Program.

Coordination of work shall define timelines and deliverables for each.

l) Where construction scoping is developed prior to the final footprint and final value assessment, timber rights for timber to be removed on this project are required to be purchased from the U.S. Government prior to removal; or timber shall be left onsite.

m) In cases of removal, a local sales contract shall be conducted with the Fort Drum Forest

Management Program and the fair market value (as determined by the Forest Management Program based on historic stumpage values) will be deposited by the contractor into the Army Forest Management Account. Trees marked with a painted red stripe are the property of the U.S. Government. These trees shall be handled in the following manner by the Contractor.

i) Trees shall be fell and all limbs removed from the trunk;

ii) Trees shall be cut starting from the base (as close to the ground as possible). The entire main stem shall be kept in one piece, to a top diameter of 8 inches; and

All stem shall be piled in a manner and area designated by Fort Drum Forest Management Program.

3) SELECT DEMOLITION (See Exhibit A Line Item 003): The quantity ordered and payment for this ELIN shall be based on the total cubic yard (CY) volume to be removed.

Excavate, remove and dispose of existing surface and subsurface debris/material down to Base Course/Sub-grade material. Complete selective demolition of reinforced, non-reinforced concrete pavement, asphalt pavements or other materials (headwalls, stairs, pipe, etc.) in accordance with the technical requirements of the contract specifications and as defined herein.

a) Work shall include, but is not to be limited to, demolition of all concrete and asphalt pavements or other materials as specified.

b) Demolition of pavements shall be completed using industry standard practices, such as the double saw cut method, which protects adjacent pavement that is to remain from damage.

c) Work shall include all saw cutting, demolition, removal, and disposal of removed construction debris.

4) EXCAVATION (See Exhibit A, Line Item 004): The quantity ordered and payment for this ELIN shall be based on the total CY volume to be excavated.

Excavate, remove and dispose of existing surface and subsurface materials (such as grass, topsoil, sand, gravel, and rocks). Excavation work shall be completed in accordance with the technical requirements of the contract specifications.

a) Work shall include stripping of existing top soil, bulk excavation to subgrade, fine grading, compaction and testing of subgrade materials, stockpiling, and disposal of waste soils.

b) Soils excavated onsite that meet the classification requirements for Select Granular Fill may be stock piled onsite and reused for construction.

c) Waste soils not meeting the classification for Select Granular Fill or soils that meet the classification for Select Granular Fill that are not reused shall be disposed of off of

Government property.

Topsoil stripped from the site that meets the technical requirements for TOPSOIL may be stockpiled onsite and reused for site restoration. Topsoil stripped from site that does not meet the technical specifications for TOPSPOIL shall not be reused and shall be disposed of off of Government property.

5) GEOSYNTHETICS (See Exhibit A, Line Item 005A and 005B): The quantity ordered and payment for these ELINs shall be based on the total square yards (SY) to be installed.

A. GEOTEXTILE SOIL STABILIZATION FABRIC (See Exhibit A, Line Item 005A): Provide and install geotextile soil stabilization fabric in accordance with the manufacturer’s installation instructions and recommendations. Install geotextile soil stabilization fabric on an appropriately prepared subgrade constructed to line and grade and compaction in accordance with the technical requirements of the applicable Geotextile soil stabilization fabric shall meet New York State Department of Transportation (NYSDOT) Standard Specification Geosynthetics, 737.0106 Combination Monofilament/Fibrillated Yarn – Woven (C‐W), Class 1 Strength (<50% elongation).

B. GEOGRIDS (See Exhibit A, Line Item 005B): Provide and install geogrids in accordance with the manufacturer’s installation instructions and recommendations. Geogrids shall meet NYSDOT Standard Specification 737- 07 Geogrids for the intended application.

6) FILL MATERIALS (See Exhibit A, Line Item 006A and 006B): The quantity ordered and payment for this ELIN shall be based on the total CY to be calculated in place.

A. SELECT GRANULAR FILL (See Exhibit A, Line Item 006A) Supply, place, grade, and compact new Select Granular Fill (by CY). Select granular fill material for general backfill will consist of materials classified as GW, GP, SW, or SP by ASTM D2487. Select granular fill for use under pavements shall meet NYSDOT Standard Specification 733-1101 – Select Granular Fill (Typical). Select granular fill shall be installed in 12-inch lifts as to the thickness specified and compacted to 95% of the laboratory maximum density in accordance with ASTM D1557

B. SAND BACKFILL (See Exhibit A, Line Item 006B) Supply, place, grade, and compact new Sand Fill (by CY). Sand fill material for general backfill shall meet NYSDOT Standard Specification 733-15 – Sand Backfill). Sand Backfill fill shall be installed in 12-inch lifts as to the thickness specified and compacted to 95% of the laboratory maximum density in accordance with ASTM D1557.

7) AGGREGATE SUBBASE COURSE (See Exhibit A, Line Item 007). The quantity ordered and payment shall be based on the total CY to be calculated in place.

Supply, place, roll and compact new crushed stone aggregate base course. Provide and install sub-base material in accordance with the technical requirements of the contract specifications and as specified herein. Grade and compact existing subgrade course.

a) Subgrade shall be constructed to line, grade, and cross section and compacted to a depth of 6-inches in accordance with ASTM D1557 to a minimum of 95% of the laboratory maximum density prior to placement of the sub-base material.

b) Pavement Sub-base material shall:

i) Be NYDOT Type 2 stone (NYDOT Item 304.12).

ii) Be placed in 6-inch lifts compacted to 95% of the laboratory maximum density in accordance with ASTM D1557.

iii) Extend a minimum of 6-inches beyond the edge of the paving surface (i.e., outside edge of lowest pavement course).

iv) Be constructed to line, grade and cross section prior to placement of paving course.

c) Each sub-base course shall have a compacted thickness of not less than 6 inches.

d) Correct surface deviations in the top lift in excess of 3/8 inch by loosening, adding or removing material, reshaping, watering, and compacting.

8) HOT MIX ASPHALT (HMA) PAVING (See Exhibit A, Line Item 008A, 008B, 008C, and 008D). The quantity ordered and payment shall be based on the total SY calculated in place.

A. HMA TOP COURSE (See Exhibit A, Line Item 008A): Provide and install

1.5-inch thick 9.5 F2 Top Course HMA, 70 Series Compaction (NYSDOT Item 402.097202). Price shall include application of tack coat to the contact surface of the underlying HMA.

B. HMA BINDER COURSE (See Exhibit A, Line Item 008B): Provide and install 2.5-inch thick 19 F9 Binder Course HMA, 70 Series Compaction (NYSDOT Item 402.197902). Price shall include application of tack coat to the contact surface of the underlying HMA.

C. HMA 3 INCH BASE COURSE (See Exhibit A, Line Item 008C): Provide and install 3-inch thick 37.5 F9 Base Course HMA, 70 Series Compaction (NYSDOT Item 402.377902). Price shall include application of tack coat to the contact surface of the underlying HMA.

D. HMA 6 INCH BASE COURSE (See Exhibit A, Line Item 008D): Provide and install 6-inch thick 37.5 F9 Base Course HMA, 70 Series Compaction (NYSDOT Item 402.377902). Base Course HMA shall be installed in two (2) three-inch lifts. Price shall include application of tack coat to the contact surface of the first HMA base course.

HMA pavement shall be provided and installed in accordance with NYSDOT Standard Specifications for Type F2 conditions. Apply tack coat on the contact surfaces between all HMA pavement lifts in accordance with NYSDOT Standard Specification Section 407, Tack Coat, prior to placing HMA mixture regardless of time period between lifts. Tack coat application rates shall be in accordance with NYSDOT Standard Specification Table 407-1.

Tack coat shall be NYSDOT Item 407.0102 Diluted Tack Coat. Paving over a tack coat should not commence until the emulsion has broken (goes from brown to black) or is tacky when touched. Compact the HMA pavement sufficiently using the NYSDOT 70 Series Compaction Method for routine paving. Where project work is not sufficient to establish Pavement Target Density (PTD) prior to routine paving, achieve pavement densities in a range of 92% to 97%, expressed as a percentage of the mixture’s maximum theoretical density (MMTD). Where work is sufficient to establish PTD prior to routing paving, establish the PTD in accordance with NYSDOT Standard Specification for 70 Series Compaction Method. Begin routine paving immediately after the PTD has been established.

Compact the pavement sufficiently to achieve the PTD value at each test location. The minimum acceptable density reading will be 96% or maximum of 103% of the PTD in a single test location, and 98% of the PTD calculated as a moving average of the last 10 test locations as determined by a density gauge. The Contractor shall use a nuclear gauge to monitor pavement density. Note, the calculated PTD should be between 92% and 97% of the mixtures MMTD when considering a typical offset for the gauge being used. The MMTD shall be provided to the Government which can be obtained from the HMA producer.

9) PAVEMENT MARKINGS (See Exhibit A, Line Item 009A through 009M).

Pavement markings shall be installed in accordance with NYSDOT Standard Specification Section 640 – Reflectorized Pavement Marking Paints, the Manual for Uniform Traffic Control Devices (latest Edition), and the NYSDOT Supplement. When pavement markings are applied under traffic, the Contractor shall provide all necessary maintenance and protection of traffic to protect the work operations and to protect the painted pavement markings until thoroughly dry and serviceable. Reflective glass beads shall conform to NYSDOT Standard Specification 727-05 Glass Beads for Reflectorized Pavement Paints.

The painted pavement markings shall be uniformly applied to the pavement surface at the minimum specified wet film thickness of 20-mils. Immediately following paint application, reflective glass beads shall be uniformly applied to the wet paint film at the rate of at least six lb./gal of paint. The applied pavement markings shall have clean-cut edges and true and smooth alignment.

A. WHITE OR YELLOW PAINT REFLECTORIZED PAVEMENT

STRIPES- 20 MILS(NYSDOT Item 640.20) (See Exhibit A, Line Item 009A): The quantity ordered and payment shall be based on linear feet of a 4-inch wide stripe along the edge or centerline of the pavement. Stripes shall include Normal Lane Line, Normal Edge Line, Normal Broken Lane Line, Normal Dotted Lane Line, and Normal Dotted Extension Line.

B. YELLOW PAINT REFLECTORIZED PAVEMENT STRIPES- 20 MILS

(NYSDOT Item 640.21) (See Exhibit A, Line Item 009B): The quantity ordered and payment shall be based on linear feet of two 4-inch wide stripes along the centerline of the pavement stripe. Stripes shall include Partial Barrier Line (PBL) and Full Barrier Line (FBL).

C. WHITE PAINT REFLECTORIZED PAVEMENT LETTER- 20 MILS

(NYSDOT Item 640.22)(See Exhibit A, Line Item 009C): The quantity ordered and payment shall be on a per letter basis. For example, the word “ONLY” will be measured as 4 units.

D. WHITE PAINT REFLECTORIZED PAVEMEMENT SYMBOLS

(NYSDOT Item 640.23) (See Exhibit A, Line Item 009D): The quantity ordered and payment shall be on a per symbol basis. Double and triple headed arrows will each be measured as a single unit (i.e., there is no difference in measurement between a single, double, or triple headed arrow).

E. WHITE PAINT REFLECTORIZED PAVEMENT TYPE L CROSS

WALK - 20 MILS (LADDER BAR) (See Exhibit A, Line Item 009E): The quantity ordered and payment shall be based on the total linear feet of 1-foot wide strips necessary to complete the entire crossing. Example: Type L Cross Walk requires 36 1-foot wide by 8-foot long ladder bars, the total contract length is 288 feet).

F. WHITE PAINT REFLECTORIZED PAVEMENT STOP LINE- TYPE B

(SL-B) - 20 MILS (See Exhibit A, Line Item 009F):The quantity ordered and payment shall be based on a linear foot basis as measured along the centerline of the stop line.

G. WHITE OR YELLOW PAINT REFLECTORIZED PAVEMENT

HATCH LINES- TYPE A (HL-A) – 20 MILS (See Exhibit A, Line Item 009G): The quantity ordered and payment shall be based on the total linear feet of 8-inch wide hatch lines as measured along the centerline of each hatch.

H. WHITE OR YELLOW PAINT REFLECTORIZED PAVEMENT

W911S219B8000

HATCH LINES – TYPE B (HL-B) – 20 MILS (See Exhibit A, Line Item 009H): The quantity ordered and payment shall be based on the total linear feet of 12-inch wide hatch lines as measured along the centerline of each hatch.

I. WHITE OR YELLOW PAINT REFLECTORIZED PAVEMENT HATCH

LINES – TYPE C (HL-C) – 20 MILS (See Exhibit A, Line Item 009I): The quantity ordered and payment shall be based on the total linear feet of 24-inch wide hatch lines as measured along the centerline of each hatch.

J. WHITE PAINT REFLECTORIZED PAVEMENT RAILROAD GRADE

CROSSING – 20 MILS (See Exhibit A, Line Item 009J): The quantity ordered and payment shall be based on each complete crossing. A complete crossing shall include the 24-inch wide clearance line, two 24-inch crossbars, two “R” letters, and the “X” symbol.

K. WHITE PAINT REFLECTORIZED PAVEMENT PARKING STALL – 20

MILS (See Exhibit A, Line Item 009K): The quantity ordered and payment shall be based on the total linear feet of 4-inch wide pavement striping.

L. REFLECTORIZED PAVEMENT PARKING – HANDICAP SYMBOL –

20 MILS (See Exhibit A, Line Item 009L): The quantity ordered and payment shall be on a per symbol basis. The 4-inch wide handicap parking stall striping is ordered under Item 009k.

M. REFLECTORIZED PAVEMENT OVERSIZE HANDICAP PARKING

STALL HATCH LINES – HANDICAP SYMBOL – 20 MILS (See Exhibit A, Line Item 009M): The quantity ordered and payment shall be for each oversized handicap parking stall. The 4-inch wide handicap parking stall striping is ordered under Item 009k.

10) COLD MILLING (See Exhibit A, Line Item 010). The quantity ordered and payment shall be based on the total SY of milled area to a depth of 1.5 inches. This work shall consist of the milling, shaping, and removal of portions of the existing paved surface and subsequent cleaning utilizing equipment and procedures in accordance with NYSDOT Standard Specification Section 490 – Cold Milling. Areas not accessible to the milling machine, such as around and/or adjacent to inlets, manholes, and curbs may be removed by a small milling machine, handwork, or other industry standard method. All milled material, including that removed by other means, shall be immediately removed from the milled surfaces and adjacent surfaces. Surfaces shall be cleaned of all fines and dust prior to opening to traffic.

The Contractor shall perform work in such a manner so that dust is controlled and does not interfere with installation operations. Milled and adjacent surfaces shall be cleaned again, prior to the placement of tack coats, or pavement courses if traffic has been allowed on the milled surface and/or if more than 48 hours have elapsed since the initial cleaning.

11) CULVERTS (See Exhibit A, Line Item 011A through 011Q). The quantity ordered and payment shall be on a per linear foot basis of the specified pipe material and diameter. The Contractor shall provide and install culverts in accordance with NYSDOT Standard Specification Section 603 – Culverts and Storm Drains. Work shall include all piping materials, excavation, pipe bedding, backfill, compaction, and grading for a complete installation.

A. SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT

AND STORM DRAIN PIPE – 18 INCH DIAMETER (NYSDOT ITEM

603.9818) (See Exhibit A, Line Item 011A)

B. CORRUGATED ALUMINUM END SECTIONS PIPE (NYSDOT ITEM

603.5424) (See Exhibit A, Line Item 011B): This end section is for Item 011A.

W911S219B8000

C. SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT

AND STORM DRAIN PIPE – 24 INCH DIAMETER (NYSDOT ITEM

603.9824) (See Exhibit A, Line Item 011C)

D. CORRUGATED ALUMINUM END SECTIONS PIPE (NYSDOT ITEM

603.5430) (See Exhibit A, Line Item 011D): This end section is for Item 011C.

E. SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT

AND STORM DRAIN PIPE – 30-INCH DIAMETER (NYSDOT ITEM

603.9830) (See Exhibit A, Line Item 011E)

F. CORRUGATED ALUMINUM END SECTIONS PIPE (NYSDOT ITEM

603.5436) (See Exhibit A, Line Item 011F): This end section is for Item 011E.

G. SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT

AND STORM DRAIN PIPE – 36-INCH DIAMETER (NYSDOT ITEM

603.9836)See Exhibit A, Line Item 011G.

H. CORRUGATED ALUMINUM END SECTIONS PIPE (NYSDOT ITEM

603.5442) (See Exhibit A, Line Item 011H): This end section is for Item 011G.

I. REINFORCED CONCRETE PIPE CLASS III – 18-INCH DIAMETER

(NYSDOT ITEM 603.6018) (See Exhibit A, Line Item 011I)

J. REINFORCED CONCRETE PIPE END SECTIONS (NYSDOT ITEM

603.7318) (See Exhibit A, Line Item 011J): This end section is for Item 011I.

K. REINFORCED CONCRETE PIPE CLASS III – 24-INCH DIAMETER

(NYSDOT ITEM 603.6024) (See Exhibit A, Line Item 011K)

L. REINFORCED CONCRETE PIPE END SECTIONS (NYSDOT ITEM

603.7324) (See Exhibit A, Line Item 011L): This end section is for Item 011K.

M. REINFORCED CONCRETE PIPE CLASS III – 30-INCH DIAMETER

(NYSDOT ITEM 603.6030) (See Exhibit A, Line Item 011M)

N. REINFORCED CONCRETE PIPE END SECTIONS (NYSDOT ITEM

603.7330) (See Exhibit A, Line Item 011N): This end section is for Item 011M.

O. REINFORCED CONCRETE PIPE CLASS III – 36-INCH DIAMETER

(NYSDOT ITEM 603.6036) (See Exhibit A, Line Item 011P)

P. REINFORCED CONCRETE PIPE END SECTIONS (NYSDOT ITEM

603.7336) (See Exhibit A, Line Item 011Q): This end section is for Item 011P.

12) AIRFIELD PAVEMENT CRACK AND CONCRETE JOINT REPAIR AND SEALING

(See Exhibit A, Line Item 012A and 012B): The quantity ordered and payment will be on a linear foot basis as specified. Clean, prepare and fill existing cracks in asphalt, concrete surface, and existing cracks in the joint between existing asphalt concrete shoulder and existing concrete runway/taxiway on Wheeler Sack Army Airfield as per specifications of

UNIFIED FACILITIES CRITERIA UFC 3-250-08FA; STANDARD PRACTICE FOR

SEALING JOINTS AND CRACKS IN RIGID AND FLEXIBLE PAVEMENTS; ARMY

TM 5-822-11, and AIR FORCE AFP 88-6, Chap. 7. Joint sealant to be used shall be equal to or better than General Services Administration Federal Specifications (SS-S-1401C or SS-S-

W911S219B8000

1614A, as applicable) or as per ASTM Specifications ASTM D6690 or ASTM D7116 as applicable).

SS-S-1401C Sealant, Joint, Non-Jet-Fuel-Resistant, Hot-Applied, for Portland Cement and

Asphalt Concrete Pavements SS-S-1614A Sealants, Joint, Jet-Fuel-Resistant, Hot-Applied, for Portland Cement and Tar

Concrete Pavements ASTM D6690 Standard Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements

ASTM D7116 Standard Specification for Joint Sealants, Hot Applied, Jet Fuel Resistant

Types, for Portland cement Concrete Pavements

A. AIRFIELD ASPHALT PAVEMENT CRACK SEALING (See Exhibit A, Line Item

012A): The quantity ordered and payment will be on a LF basis. This line item is applicable to all airfield asphalt pavement to include the joint between asphalt pavement and existing concrete runways/taxiways.

B. AIRFIELD CONCRETE JOINT REPAIR AND SEALING (See Exhibit A, Line

Item 12B): The quantity ordered and payment will be on a linear foot basis. This line item is applicable to concrete transverse and longitudinal joints in runways, taxiways, ramps, aprons, other concrete pavements used for aircraft traffic. Transverse and Longitudinal joints in concrete pavement varies significantly and can range in width from less than 1 inch to 3 inches or greater.

13) CLEANING, SEALING, AND FILLING JOINTS AND CRACKS (NON AIRFIELD

ASPHALT PAVEMENT (See Exhibit A, Line Item 013): The quantity ordered and payment will be based on LF of existing pavement and/or shoulder surfaces repaired. Work shall be completed in accordance with NYSDOT Standard Specification 633-02 Cleaning, Sealing and/or Filling Joints and Cracks; except as modified herein. Joints and cracks less than 1/8-inch are not required to be cleaned or sealed. Seal joints and cracks in existing pavement from 1/8-inch to 1-inch wide with an asphalt filler.

14) RAISE/LOWER EXISTING UTILITY STRUCTURES TO FINAL GRADE (See

Exhibit A, Line Items 014): The quantity ordered and payment shall be on a per unit basis.

Work shall include the raising and lowering of utility manholes covers/frames, handhold pull box frames/covers, valve boxes, and like structures to match final grades. Replacement of broken or severely damaged structures is not the Contractor’s responsibility. It is the Contractor’s responsibility to notify the Contracting Officer (KO) of any structures that are not specifically identified in the TO requirement that will affect construction. Failure of the Contractor to notify the KO will be at the Contractor’s risk.

15) SEAL COATING (See Exhibit A, Line Item 015): The quantity ordered and payment shall be based on the number of square yards (SY) of asphalt surface area seal coated. Seal coat material shall be coal-tar emulsion meeting the requirements of ASTM D5727.

16) SITE RESTORATION (See Exhibit A, Line Items 016A, 016B): The quantity ordered and payment shall be based on the number of square yards (SY) of surface area restored.

Complete site restoration in accordance with the technical requirements of the contract specifications and as defined herein.

A. TOPSOIL AND HYDROSEED (See Exhibits A Line Items 016A): The quantity ordered and payment for this ELIN shall be based on the number of square yards (SY) of surface restored with four inches of top soil and hydro seed.

i) Topsoil shall contain from 5 to 10% organic matter as determined by the Organic

Carbon, 6A Chemical Analysis Method described in DOA SSIR 42. Maximum particle size, ¾ inch with maximum 3% retained on ¼-inch screen.

ii) The pH shall be tested in accordance with ASTM D 4972. Other components shall conform to the following limits:

Silt 25 – 50% Clay 10 – 30% Sand 20 – 35% pH 5.5 – 7.0 Soluble Salts 900 ppm (maximum)

iii) Provide and install 4 inches of topsoil to meet required finish grade.

iv) After areas have been brought to finish grade, incorporate fertilizer, pH adjusters, and soil conditioners into soil a minimum depth of 4-inches by disking, harrowing, tilling or other method approved by the KO.

v) Remove debris and stones larger than ¾ inch in any dimension remaining on the surface after finish grading.

vi) Correct irregularities in finish surfaces to eliminate depressions.

vii) Protect finished topsoil areas from damage by vehicle and pedestrian traffic.

viii) Apply fertilizer, pH adjusters, and soil conditioners at rates determined by laboratory soil analysis of the soils at the job site and in accordance with the manufacturer’s recommended application rates.

ix) On areas to receive topsoil, prepare the compacted subgrade soil to a 2-inch depth for bonding of topsoil with subsoil.

x) Spread topsoil evenly to a thickness of 4 inches and grade to the elevations and slopes required.

xi) Do not spread topsoil when frozen or excessively wet or dry.

xii) Provide State-approved seed of the latest season’s crop delivered in original sealed packages, bearing producer’s guaranteed analysis for percentages of mixture, purity, germination, weed seed content, and inert materials.

xiii) Wet, moldy, or otherwise damaged seed will be rejected.

xiv) Planting dates/Seasons are classified into three categories: Season 1 (Spring) Season

2 (Fall), and Temporary (Summer) and defined as follows:

Seed Planting: Planting Dates

Season 1 (Spring): 15 April to 15 June Season 2 (Fall): 15 August to 1 October Temporary (Summer): 16 June to 14 August

Planting Season Type Percent (by weight) Season 1 and Season 2 As specified As specified Temporary Perennial Ryegrass 100

Temporary seeding must later be replaced by Season 1 or Season 2 plantings for a permanent stand of grass. The same requirements of turf establishment for Season 1 and Season 2 apply to temporary seeding.

xv) Seed mixtures can vary on a case-by-case basis, depending on project site conditions, soil test…