B.08.02 W912HN1919R4003 Conformed Copy.pdf

Savannah District Area Of Responsibility (AOR)

Solicitation Number

W912HN-19-R-4001

SATOC for Roofing Procurement and Contracting Requirements, Specification Division 01 January 2020

U.S. ARMY ENGINEER DISTRICT, SAVANNAH

CORPS OF ENGINEERS

100 WEST OGLETHORPE AVENUE

SAVANNAH, GEORGIA 31401-3640

US Army Corps of Engineers Savannah District

SATOC for Roofing 19R4003

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 16 DESIGN DATA (DESIGN AFTER AWARD)

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

W912HN19R4003

This is a competitive acquisition for the aw ard of an Indefinite Delivery Contract type Single Aw ard Task Order Contract (SATOC) w ith a total capacity of $49M. Task Orders issued under this SATOC w ill be Indefinite Quantity for w ork performed in North Carolina, South Carolina and Georgia.

The aw ard w ill be made from this solicitation using 100% small business set-aside competition. The Government w ill use a best value, Trade -off process , IAW Federal Acquisition Regulation (FAR) 15.101-1 w hen evaluating Offerors proposals. The proposal of the successful Offeror shall be incorporated by reference upon aw ard of contract.

The aw ard contract w ill be for a base period of tw o (2) years w ith three (3) one-year options. Task orders issued under this SATOC w ill be f irm-fixed price.

The North American Industry Classif ication System (NAICS) Code for this solicitation shall be 238160.

The current Point of Contact for this Procurement is MAJ Daren b Sotilleo at (912) 652-5384/E-mail: daren.b.sotilleo@usace.army.mil.

ROHAN BRYAN 912-652-5619

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

17-Jan-2020

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______1 calendar days and complete it w ithin ________730 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________0 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________03 Mar 2020 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______180 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

USACE - SAVANNAH DISTRICT

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

W912HN

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W912HN19R4003 89

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Page 3 of

Section SF 30 - Block 14 Continuation Page (SF 30)

A. CONTRACT CHANGES:

1. Page 1; Section 13: ADDITIONAL SOLICITATION REQUIREMENTS:

Sealed offers in original and 1 copies to perform the work required are due at the place specified in term 8 by 02:00 PM (hour) local time 3rd March 2020(date).

2. Pages 3. Proposal Due Date and Time:

Request for Proposal No: W912HN19R4003 Due Date of Proposal: 3rd March 2020 Time by which Proposals are Due: 2:00 P.M. (E.T.)

Title of Project: Roofing SATOC

B. TECHNICAL SPECIFICATION CHANGES: The added Section listed below (revised and added by Amendment No. 0001) is hereby added to and made a part of the solicitation.

Added Section Appendix A

C. CONTRACT DRAWINGS: There are no drawing changes with this amendment.

Page 4 of

Section 00 10 00 - Solicitation

REQUIREMENTS AND INSTRUCTIONS

General Roofing Construction Single Award Task Order Contract (SATOC)

W912HN-19-R-4003

INSTRUCTIONS

DIRECTIONS FOR SUBMITTING PROPOSALS

In an effort to reduce paperwork and reduce cost, all proposals shall be submitted via DOD SAFE WEBSITE, https://safe.apps.mil/. Once ready to upload your proposal to the DOD SAFE website, the proposer should contact the Contracting Specialist via email, requesting a drop-off request code. The Contract Specialist will then send the drop-off request code to the proposer via email. A drop-off request code is valid for 14 days. Each proposer will receive different drop-off codes. All proposals must be clearly identified with the contractor’s name and address. All submissions shall be in the Adobe PDF format.

Title the file(s) in the following format:

W912HN-19-R-4003_COMPANY NAME_VOLUME I

W912HN-19-R-4003_COMPANY NAME_VOLUME II

For this solicitation, the recipients will be the Contracting Officer & Contracting Specialist. The Contract Specialist for this project is Major Sotilleo, whose e-mail address is Daren.b.sotilleo@usace.army.mil. The Contracting Officer for this project is Mrs. Magdalena Bernard, whose e-mail address is Magdalena.Bernard@usace.army.mil.

Proposal Due Date and Time:

Request For Proposal No: W912HN-19-R-4003 Due Date of Proposal: 3 March 2020 Time by which Proposals are due: 2:00 PM EST Title of Project: Roofing SATOC

The date and time of delivery will be established by the time of receipt of the Proposal package via the DOD SAFE Website by the Contract Specialist. Offerors are responsible for allowing sufficient time for the proposal to be received. Please make allowances for delays in transmittal.

QUALITY CONTROL SYSTEM (QCS): Any contract award resulting from this Solicitation will require the mandatory use of the automated Quality Control System.

Please see Section 01 45 01 for additional information.

WAGE DETERMINATIONS: The appropriate wage determination will be incorporated on a task order by task order basis

TECHNICAL MATTERS: Submit technical inquiries and questions relating to this

Page 5 of solicitation via Bidder Inquiry in ProjNet at (https://www.projnet.org) at least 10 calendar days prior to the date established in the RFP for receipt of proposals. The Government reserves the right to decline addressing questions received less than 10 calendar days prior to receipt of proposals.

If an Offeror believes that the requirements in this Request for Proposal contain an error, omission, or are otherwise unsound; immediately notify the Contract Specialist in writing with supporting rationale. The Government reserves the right to award this Request for Proposal based on the initial proposal, as received, without discussion.

To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access.

A prospective vendor who submits a comment or question will receive an acknowledgement via e-mail, followed by an answer after it has been processed by our technical team. All timely questions and approved answers will be made available through ProjNet. Approved answers to all timely questions will also be posted on the FedBizOps in the form of a report generated from ProjNet as soon as the comment/question entering period is over and answers are all finalized.

W912HN-19-R-4003

Roofing SATOC Bidder Inquiry Key: I3JIN7-7F5VA9

Specific Instructions for Initial ProjNet Bid Inquiry Access:

1. From the ProjNet home page, click on Quick Add on the upper right side of the screen.

2. Identify the Agency as USACE.

3. Key. Enter the Bidder Inquiry Key listed above.

4. E-mail. Enter the e-mail address you would like to use for communication.

5. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

6. Enter your First Name, Last Name, Company, City, State, Phone, E-mail, Secret Question, Secret Answer, and Time Zone. Remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

7. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access:

Steps 1 through 3: same as above.

4. E-mail. Enter the e-mail address you used to register previously in ProjNet.

5. Click Continue. A page will then open asking for the answer to your Secret Question.

6. Enter your Secret Answer and click Login. Once this is completed, you are logged into the system

Page 6 of

General Scope of Work

1. DESCRIPTION OF WORK

1.1. Single Award Task-Order Contract (SATOC) for Roofing is intended to provide rapid response for maintenance, repair and minor construction of a wide variety of building roofing systems. Task orders for construction may be placed against the contract.

1.2. Roofing Construction is the basic scope of the contract. The work performed may consist of sustainment, restoration or modernization of various types of roofing systems including the following:

Construction, rehabilitation, installation, maintenance, replacement or repair of roofs or roofing systems. Such roofs (or roofing systems) may include asphalt systems including shingles and modified bitumen), ethylene-propylene-diene-monomer (EPDM) rubber (including liquid EPDM, EPDM coatings and EPDM rubber coatings), standing seam metal, copper, and aluminum roofs, heat-reflective & energy efficient roofing systems, thermoplastic polyolefin (TPO) single-ply roofing & green roofing (including reflective membranes and recycled content/material roofing systems). New construction, rehabilitation, installation, maintenance, replacement or repair of roofs or roofing systems including but not limited to asphalt systems (including shingles, and modified bitumen), ethylene-propylene-diene-monomer (EPDM) rubber (including liquid EPDM, EPDM coatings and EPDM rubber coatings), standing seam metal, copper, and aluminum roofs, heat-reflective & energy efficient roofing systems, thermoplastic polyolefin (TPO) single-ply roofing & green roofing (including reflective membranes and recycled content/material roofing systems) and all devices, equipment and components associated with constructing and installing these systems. Roof work may require new or replacement gutters, downspouts, flashing, fascia and soffits. Incidental damage repairs as a result of leaks may also be required (e.g. ceiling replacement, painting and carpet cleaning).

1.3. Task Orders issued will be Firm Fixed Price Construction. Work to be performed at primarily at Federal facilities within the tri-state area of Georgia, South Carolina and North Carolina, but may be used at other locations within the SAS District Area of Operation.

1.4. Restrictions: Task orders for design only or demolition only shall not be placed against the contract.

Page 7 of

SCHEDULE A NOTES TO

OFFERORS

1. This information is provided to assist Offerors with pricing information for the Seed/Sample

Task Order as well all subsequent Task Orders associated with this contract.

Paragraphs 2-4 apply to the pricing of the Task Orders issued under an awarded contract.

Use this information in the pricing of Sample Task Order with the following exceptions:

2.5.2 Does not apply to the Sample Task Order.

3.2. There will not be discussions with the Government field office concerning CSI line items.

3.3. Because there will not be a site visit for the Sample project there will be no field measurements taken.

2. COEFFICIENT

2.1. All cost proposals shall be developed using R.S. Means Data. The current year edition of the R.S. Means Construction Cost Data is hereby incorporated by reference and the current edition at the beginning of each calendar year will be incorporated into the contract for the duration of this contract including option periods. The Offeror shall use the Electronic Version of R. S.

Means Online Commercial Package, which includes Building Construction Cost Data, Mechanical Cost Data, Plumbing Cost Data, and Electrical Cost Data. Offeror must purchase the Complete Tier, which includes Units, Assemblies, and Square Foot Models Level of Cost Detail. For renovation projects, the offeror shall use the Renovation & Interior Costs (for Commercial Renovations) Data Set. The Offeror may use the quarterly pricing updates to the R.S.

Means. The Offeror shall export its estimate from R.S. Means to Excel to submit task order proposals. All files constructed in Microsoft Excel shall use formulas instead of just pasted values to preserve any calculation logic within the file, including summaries and totals. The Offeror shall provide electronic copies of all cost/pricing models that are used for developing its estimate.

These items may be obtained from the Gordian Group at https://www.rsmeans.com/ or 1-800- 334-3509.

2.2. Area Coefficient: The Area Coefficient consists of costs that are incurred on all projects. No additional negotiations will be held for re-occurring items such as adjustments for project location, additional labor burdens, subcontractor markup, costs for small tools, vehicle costs, etc. A separate Area Coefficient shall submitted for each area as noted in the bid schedule. The Offeror’s Area Coefficients shall be represented as a percentage “increase” or “decrease” to the R.S. Means pricing. When pricing material, labor and equipment, the “Total Bare Costs” column in the R.S. Means will be used. The Area Coefficient shall include the following:

Fringe Benefits, Labor Burden, and Subcontractor Mark-up:

- The labor rates included in the Total Bare Costs column in R.S. Means includes fringe benefits such as vacation pay, employer paid health and welfare costs, pension costs, etc.

If the R.S. Means Bare Costs are insufficient to cover your fringe benefits, you must account for the difference in your area coefficients. Fringe benefits will not be separately negotiated.

Page 8 of

- All items that constitute labor burden (e.g. federal and state unemployment costs, Social Security and Medicare taxes (FICA), Workers’ Compensation Insurance, etc.) shall be included in the area coefficients.

- All items that contribute to additional labor costs for both direct work and Field Office Overhead (FOOH) (e.g. per-diem costs, additional stipend, etc.) shall be included in the Area Coefficient area coefficient.

- All subcontractor markups (e.g. Subcontractor home Office Overhead, Subcontractor Field Office Overhead, Subcontractor Bond Premium and Subcontractor Profit) shall be included in the area coefficient.

- Prime contractor Home Office Overhead (HOOH) will be set at the rate(s) proposed by the offeror for the base and option year periods and will not be negotiated. The HOOH rates will be binding for the life of the Contract (to include the base and option years)

- Profit will be negotiated for each task order. The Government prefers that the contractor use the weighted guideline method.

2.3. Items Included in Area Coefficient:

2.3.1. The Coefficient MUST include all miscellaneous costs. There will be NO allowances for any additional costs beyond what is included in the Area Coefficient(s).

2.4. The costs in these sections of R.S. Means shall be included in the coefficient. The numbering of the sections may change in future versions of R.S. Means; however, the associated costs of the noted items shall still be included as part of the coefficient:

R.S. Means Division 1 – General Requirements

• 01 11 31.20 - Construction Management Fees

• 01 21 16.50 - Contingencies

• 01 21 55.50 0010 thru 01 21 55.50 1200 - Job Condition Allowances

• 01 21 57 – Overtime Allowances

• 01 21 61 – Cost Indexes

• 01 21 63 – Taxes (See paragraph 2.3.4 for exceptions)

• 01 31 13.30 – Insurance

• 01 31 13.50 – General Contractor’s Mark-up

• 01 31 13.90 – Performance Bond* 01 41 26 – Permits � 01 74 13.20 0050 (Daily clean-up)

• 01 74 13.20 0020 & 40 - After job completion Min & Max

*NOTE: All bond costs shall be included in the area coefficient(s) including bid bond, performance bonds, etc.

2.4.1. Signage. All costs for temporary signage (e.g. project signs, safety signs, warning signs, etc.) shall be included in your area coefficients. There will be no direct charging for temporary signs permitted. Signage required by engineered traffic controlled plan, i.e. traffic control signage is allowed and shall utilize the appropriate line item in R.S. Means.

2.4.1.1. All vehicle costs (rental, lease, depreciation, etc.) for the purpose of movement of persons

Page 9 of to and from the work site shall be included in area coefficient.

2.4.1.2. All vehicle costs (rental, lease, depreciation, etc.) for the purpose of mobilization or demobilization of crews, tools, and materials to and from the work site shall be included in the area coefficient.

2.4.1.3. All equipment mobilization costs shall be included within the area coefficient unless approved by the contracting officer.

2.4.1.4. All equipment cost (rental, lease, depreciation, etc.) that are not covered under the assembly or unit line item costs shall be included within the area coefficient, with the exception of equipment required for general conditions such as forklift for moving material on site. This equipment is to be negotiated on a task order basis.

2.4.1.5. All construction survey layout costs shall be included in the area coefficient.

2.4.1.6. Cost Adjustments. When pricing items, no R.S. Means cost adjustment factors shall be permitted, except for:

Vertical work that exceeds 25 feet.

Security situation Confined spaces User directed access restrictions

2.4.2. The following specific items shall not be negotiated and shall be included in the Coefficient. Because the coefficient must include ALL miscellaneous costs, this list is not exclusive and is not intended to limit the costs included in the coefficient:

• 01 31 13.40 – Main Office Expense. This item should be taken into consideration when proposing the Home Office Overhead rate.

• 01 31 13.60 – Installing Contractor’s Main Office Overhead.

• 01 31 13.80 – Overhead and Profit. (See paragraph 2.2 above.)

2.4.3. Sales Taxes. For the state of North Carolina, the Government will pay sales taxes for material cost only. The appropriate sales tax will be calculated on the material bare cost after to applying the area coefficient.

2.5. Non-priced items. Items of work not covered in the R.S. Means, will be considered Non -priced Items, if agreed upon by both the government and the contractor.

2.5.1. All proposed non-priced items shall be separately identified and priced.

Proposed non-priced items must be documented with supporting information as specified below:

(a) A minimum of THREE (3) competitive contractor quotes are required. If unable to obtain three (3) quotes, the contactor must request a lesser amount of quotes such must approved by the Contracting Officer,

(b) A complete breakout of material, labor, and other direct or indirect costs is required to complete the specific item.

2.5.1.1. Offeror shall provide a written justification for price/subcontractor/vendor selected.

2.5.2. The Area Coefficient SHALL NOT be applied to non-priced items. The Non-priced Item(s) as proposed, shall include ALL Subcontractor markups (e.g. Home Office Overhead, Field Office Overhead, Bond Premium and Profit). However, the Home Office Overhead rate fixed in the contract shall be used and will not change.

2.6. Work to be performed by the prime contractor and subcontractor(s) shall be priced using the “BARE COSTS TOTAL” column in R.S. Means. The appropriate area coefficient will then be applied to the total of these costs.

2.7. Union Rates will be used for pricing Labor. Offeror shall factor any Davis Bacon wage rate increases in their proposed area coefficient.

2.8. The Area Coefficient will apply to the life of the contact (to include the base period and the option period(s)).

3. TASK ORDER PROPOSALS.

3.1. The offeror shall prepare a detailed proposal by identifying tasks, refining quantities of both pre-priced and non-priced items, pricing non-priced items, developing performance periods and preparing a completed proposal document for submission to the contracting officer. The offeror shall field verify all available as-builts as well as existing field conditions.

3.2. Where square foot costs are provided in the R.S. Means, those costs shall take precedence over assembly cost and individual cost. Likewise, where assembly costs are provided in the R.S. Means, those costs shall take precedence over costs for individual items unless otherwise approved by the contracting officer. Discussions with the Government field office to identity the CSI line items to cover the proposed scope of work shall be held according to the timeline indicated in the RFP.

3.3. Quantities used on individual task order proposals shall be taken from field measurements or design plan, as appropriate, without allowance for waste unless R.S. Means authorizes waste under individual items. Waste of excessive material quantities is an incidental cost and is included in the Area Coefficient.

3.4. Costs of expendable supplies, lubricants, wear and tear on tools, are included in the installation/construction cost in the R.S. Means rates and will not be paid separately. Small tools allowances will not be paid separately.

4. TASK ORDER CALCULATIONS.

4.1 . Calculating Total Cost.

4.1.1. In calculating the total cost of a task order, R.S. Means, the Area Coefficient (AC), U.S.

National Averages (USNA), Home Office Overhead (HOOH), Field Office Overhead (FOOH) and Profit are all considered.

4.1.2. Using R.S. Means Database:

4.1.2.1. The offeror shall use the electronic version in developing a proposal. Each proposal will be generated from R.S. Means Online using a CSI Number: The R.S. Means database consists of a Master Format System of classifications and numbering developed by the Construction Specification Institute (CSI). Each line item in the database has its own unique CSI identifier.

The offeror shall select the appropriate CSI number(s) in R.S. Means Online for each individual item. R.S. Means is updated quarterly each year. Typically, the City Cost Indexes are electronically applied to the CSI items. However, for this contract, the offeror is required to use the USNA. The example shown below is for informational purposes only:

4.1.2.2. Example: A. Install EPDM Roof: 200 SQ of 60 Mil, 0.40 PSF fully adhered with adhesive.

B. Replace four (4) existing Downspout Boots with new Cast Iron boots: 3”x4” inside & 4’-0” long, 4-7/8” outside dimension, with offset and cleanout

NOTE: Example provided is only a small representation of all items needed for a complete Task Order Proposal.

Set-Up CCI: The contractor shall select the Location Finder (CCI) on the electronic version of R.S.

Means and input the appropriate zip code prefix for the location the work will be performed. Once this is selected, R.S. Means will automatically apply the appropriate CCI to each line item. To verify that the contractor has applied the appropriate location finder, the contractor’s proposal shall include the zip code prefix column.

Below is an example of CSI numbers without the CCI:

CSI Number Description Unit Bare

Material Bare

Labor Bare

Equip Bare Total

07532 320 4800 Ethylene-propylene-diene-monomer roofing (EPDM), 0.40 psf, fully adhered with adhesive, 60 mils

Sq. $130.00 $29.50 $7.70 $167.20

07532 320 4850 Ethylene-propylene-diene-monomer roofing (EPDM), seam tape for membrane, 3” x 100’ roll

Ea. $41.50 $0 $0 $41.50

07532 320 4970 Ethylene-propylene-diene-monomer roofing (EPDM), adhesive for fully adhered systems, 60 SF/gal Gal. $20.50 $0 $0 $20.50

Once the Zip Code for the location is selected, the CCI is automatically applied to the bare labor, bare material and bare equipment cost, which are adjusted accordingly:

CSI Number Description Unit Bare

Material Bare Labor

Bare Equip

Bare Total

Zip Code Prefix

07532 320 4800 Ethylene-propylene-diene-monomer roofing (EPDM), 0.40 psf, fully adhered with adhesive, 60 mils

Sq. $124.00 $29.50 $7.70 $167.20 283

07532 320 4850 Ethylene-propylene-diene-monomer roofing (EPDM), seam tape for membrane, 3” x 100’ roll

Ea. $39.50 $0 $0 $41.50 283

07532 320 4970 Ethylene-propylene-diene-monomer roofing (EPDM), adhesive for fully adhered systems, 60 SF/gal Gal. $19.70 $0 $0 $19.70 283

Once the CSI number is selected, and the contractor will input the appropriate quantity. The calculation for the Bare Material cost for example would be the CCI x Material Cost x Qty = $15,950.

Qty CSI Number Description Unit Bare

Material Bare Labor

Bare Equip

Bare Total Zip

Code Prefix

200 07532 320 4800

Ethylene-propylene-diene-monomer roofing (EPDM),

0.40 psf, fully adhered with adhesive, 60 mils

Sq. $26,000.00 $5,900.00 $1,540.00 $33,440.00 283

20 07532 320 4850

Ethylene-propylene-diene-monomer roofing (EPDM), seam tape for membrane, 3” x 100’ roll

Ea. $830.00 $0 $0 $830.00 283

335 07532 320 4970

Ethylene-propylene-diene-monomer roofing (EPDM), adhesive for fully adhered systems, 60 SF/gal

Gal. $6,867.50 $0 $0 $6,867.50 283

4.1.3. Applying the Area Coefficient:

4.1.3.1. Next sum all of the Bare Cost Totals for all of the CSI items to get a total direct cost.

Then apply the Area Coefficient to get the Area Coefficient Total for the task order.

Then the proposed Area Coefficient is applied.

Area Coefficient Total = Net Sum of all Bare Cost Totals X Area Coefficient

4.1.4. Applying Field Office Overhead (FOOH):

4.1.4.1. Next offeror will submit an itemized list of FOOH expenses utilizing R.S. Means. FOOH will be negotiated and added to the Adjusted Area Coefficient Total to calculate the Prime Total Direct Cost (PTDC):

PTDC = Adjusted Area Coefficient Total + FOOH

4.1.5. Including Non-priced Item:

4.1.5.1. Next offeror will submit three (3) itemized quotes list for items not located in R.S. Means.

Non-priced Items will be negotiated and added to the Adjusted Area Coefficient Subtotal to calculate the Adjusted Area Coefficient Total.

4.1.6. Applying Home Office Overhead (HOOH):

4.1.6.1. After calculating the Subtotal, the (fixed) HOOH will be applied.

For this Example if your HOOH is 5%:

Construction Subtotal = PTDC x 5% HOOH

4.1.7. Applying Profit:

4.1.7.1. After calculating the Construction Subtotal the (negotiated) Profit will be applied to achieve the Construction Total for the Task Order. The Government prefers the Weighted Guidelines Method for calculating Profit:

For this Example if your Profit is 8%:

Construction Total = (Construction Subtotal x 8% Profit = GRAND TOTAL) [For example if the GRAND TOTAL was $55,576.17, it will be rounded to $55,576.00]

*For ease of calculations, please round final numbers.

5. HOME OFFICE OVERHEAD

5.1. The Offeror shall propose a Home Office Overhead rate for the base period and the option period(s). The rate will remain constant and will apply to ALL task orders issued during the respective periods.

6. PRICE EVALUATION PROCEDURE

6.1. Area Coefficient Estimated Capacity Values are identified for each location in the following table. The Estimated Capacity Value will be multiplied by the corresponding proposed area coefficient to determine a total for each location. These Applied Area Coefficient Totals will then be multiplied by the Home Office Overhead Rate for the Base Period only. These Evaluated Totals will then be added together to obtain the total evaluated price for Schedule A.

6.2. The Home Office Overhead Rates proposed for t h e b a s e p e r i o d a n d a l l o p t i o n p e r i o d s WILL NOT be included in the evaluated price, but will be evaluated to ensure

REASONABLENESS ONLY.

6.3. The Government shall use the total evaluated price as described in paragraph 6 “Price Evaluation Procedure”.

6.4. An EXAMPLE price evaluation chart for Schedule A is below:

EXAMPLE PRICE EVALUATION PROCEDURE

Base Est Capacity

Value

Proposed Area

Coefficient*

Appied Area Coeffcient Total

Home Office OH @ 8.50% **

Evaluated Total

Fort Bragg/Pope AF $24,500,000.00 1.10 $26,950,000.00 $2,290,750.00 $29,240,750.00

Seymour Johnson $980,000.00 0.84 $823,200.00 $69,972.00 $893,172.00

Camp MacKall $980,000.00 1.00 $980,000.00 $83,300.00 $1,063,300.00

MOTSU $980,000.00 1.05 $1,029,000.00 $87,465.00 $1,116,465.00

Fort Jackson $980,000.00 0.96 $940,800.00 $79,968.00 $1,020,768.00

Fort Gordon $4,900,000.00 0.87 $4,263,000.00 $362,355.00 $4,625,355.00

Fort Benning $4,900,000.00 1.10 $5,390,000.00 $458,150.00 $5,848,150.00

Fort Stewart $4,900,000.00 1.20 $5,880,000.00 $499,800.00 $6,379,800.00

Hunter AAF $2,450,000.00 0.97 $2,376,500.00 $202,002.50 $2,578,502.50

Gillem Enclave $980,000.00 1.00 $980,000.00 $83,300.00 $1,063,300.00

Warner Robins AFB $1,960,000.00 1.00 $1,960,000.00 $166,600.00 $2,126,600.00

Moody AFB $245,000.00 0.95 $232,750.00 $19,783.75 $252,533.75

Dobbins AFB $245,000.00 0.82 $200,900.00 $17,076.50 $217,976.50

$56,426,672.75TOTAL EVALUATED PRICE SCHEDULE A

* The Coefficients and Home Office Overhead Rate in this chart are EXAMPLES ONLY.

‘Proposed Area Coefficient(s)’ shall be represented in decimal format.

** ‘Home Office OH’ shall be represented as a percentage

***EXAMPLE NOTES: The ‘Estimated Capacity Value’ for each Base/Installation has been determined based on historic use of similar contracts and the anticipated use of a contract awarded as a result of this solicitation. In the example, the coefficients and the estimated capacity cause the “Total Evaluated Price” to exceed the maximum amount of the contract; however, the total value of all task orders issued under a contract will not exceed the total capacity of the contract. Offerors are not limited to proposing coefficients that make the total evaluated price greater or less than the total contract capacity value. This method of calculating an evaluated price is used as a way to compare the effect of coefficients for work at different bases based on an estimated but not necessarily actual amount of work that will be awarded at each base/installation.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Roofing Construction SATOC (2) year base - Do Not Price this CLIN: Use Price

Schedule in Section 00 10 00

COEFFICIENT** SEE NOTES TO OFFERORS**

Location Estimated Capacity Value Proposed Area Coefficient

Fort Bragg/Pope $24,500,000.00 ________ Seymour Johnson $980,000.00 ________ Camp MacKall $980,000.00 ________

MOTSU $980,000.00 ________

Fort Jackson $980,000.00 ________ Fort Gordon $4,900,000.00 ________ Fort Benning $4,900,000.00 ________ Fort Stewart $4,900,000.00 ________ Hunter AAF $2,450,000.00 ________ Fort Gillem $980,000.00 ________ Warner Robins AFB $1,960,000.00 ________ Moody AFB $245,000.00 ________ Dobbins AFB $245,000.00 ________

These coefficients are to be used on all task orders and modifications written during the life of the contract.

HOME OFFICE OVERHEAD: The following will be used for the 2 year base period:

The period of performance for the 2 year base is 730 days. The following percentage rate will be used for the 2 year base period.

Home Office Overhead –2 Year Base Period ____________% FOB: Destination

FIELD OFFICE OVERHEAD will be settled on a task order basis.

PROFIT will be computed for non-priced items using the weighted guideline method (or other approved analytical method) and will be settled on a task order basis. FOB: Destination

NET AMOUNT $0.00

NET AMT

0002 1 Job Option Period 1SUPPLIES SERVICES QUANTITY UNIT UNIT

PRICE AMOUNT

Option Period 1

COEFFICIENT **Coefficients awarded in CLIN 0001 WILL NOT change and will remain in full effect**

The period of performance for this Option Period, if exercised will be for 365 days, contingent upon the remaining capacity of the contract.

Home Office Overhead – Option Period 1: ____________%

0003 1 Job Option Period 2SUPPLIES SERVICES QUANTITY UNIT UNIT

PRICE AMOUNT

Option Period 2

COEFFICIENT **Coefficients awarded in CLIN 0001 WILL NOT change and will remain in full effect**

The period of performance for this Option Period, if exercised will be for 365 days, contingent upon the remaining capacity of the contract.

Home Office Overhead – Option Period 2: ____________%

0004 1 Job Option Period 3SUPPLIES SERVICES QUANTITY UNIT UNIT

PRICE AMOUNT

Option Period 3

COEFFICIENT **Coefficients awarded in CLIN 0001 WILL NOT change and will remain in full effect**

The period of performance for this Option Period, if exercised will be for 365 days, contingent upon the remaining capacity of the contract.

Home Office Overhead – Option Period 3: ____________%

Section 00 21 16 - Instructions to Proposers

ANNEX A: DETAILED SOW BLDG 907

SAMPLE PROJECT ONLY: This sample project is basis for the proposal submission for Factor 2. There will be no site visit or ProjNet questions answered related to the drawings, specifications or scope of this sample project. A bid bond is not required to be submitted for this sample project.

Appendix A – Detailed Statement of Work Replace Roofs Buildings 907

Air National Guard HAAF, Georgia

PART 1 SCOPE

1.0 PROJECT OVERVIEW

1.2 BASE REQUIREMENTS BUILDING 907

PART 2 REQUIREMENTS

DIVISION 1 GENERAL REQUIREMENTS

DIVISION 2 DEMOLITION AND SITE CONSTRUCTION

DIVISION 6 WOOD AND PLASTICS

DIVISION 7 THERMAL AND MOISTURE PROTECTION

PART 3 APPLICABLE CRITERIA

PART 4 ADDITIONAL REQUIREMENTS

4.1 PERMITS

4.2 CIVIL/SITE

4.3 ARCHITECTURAL

4.4 STRUCTURAL

4.5 AS-BUILT DESIGN

4.6 CONSTRUCTION

PART 1 SCOPE

1.1 PROJECT OVERVIEW

Furnish all labor, material, equipment, incidentals, supervision and transportation for work necessary to Replace Roof Building 907. Work consists of construction of new standing metal seam roofs following the removal of the existing asphalt shingle roof at the Hunter Army Airfield ,GA for the US Army Corps of Engineers.

1.2 BASE REQUIREMENTS

CLIN 0001 – BASE Replace Roof Building 907

Construct a new insulated, standing seam metal roof for Building 907 to replace the existing asphalt shingle roof. Color to match Patina Green from McElroy Metal and the finish coating shall contain polyvinylidene fluoride (PVDF) resin (i.e. Kynar 500 or equivalent). Provide fascia, trim, flashing, soffits, and gutters and downspouts to match new SSMR. Investigate if existing roof ventilators are in service. If the ventilators are in service and required to adequately ventilate the building, exhaust fans shall remain in place; otherwise they shall be demolished and disposed of. Provide a roof warranty in accordance with the sample warranty from Englert (Twenty Year Limited) attached to Appendix A – Scope of Work. Investigate if existing roof ventilators are in service. If the ventilators are in service and required to adequately ventilate the building, exhaust fans shall remain in place; otherwise they shall be demolished and disposed of.

Approximately 10% of the roof decking is rotted and will need to be removed and replaced. The rest of the roof decking will need to be re-nailed as it is uplifting.

The existing building currently houses personnel and includes storage/warehouse areas with tools, materials, parts and supplies. The facility shall remain occupied during construction.

PART 2 REQUIREMENTS

The requirements listed below are intended to be minimum criteria for construction of the roof replacement of Building 907.

DIVISION 1 GENERAL REQUIREMENTS

1) Building 907 is approximately 34,560 SF.

2) Work shall be performed as described in Scope of Work and all attached appendices.

DIVISION 2 DEMOLITION AND SITE CONSTRUCTION

1) Demolish asphalt shingle and metal roofing materials on Building 907.

2) Decking, vent pipes, sleeves, and flashing shall be inspected and replaced on

Building 907 if necessary.

3) Determine if 3.5’ x 3.5’ ventilators on top of Building 907 are in service and/or required for adequate building ventilation. If the ventilators are required, leave in place and provide flashing materials to prevent moisture intrusion. If ventilators are not required, demolish the ventilators and replace with decking and insulated standing metal seam roof materials.

4) All demolished materials shall become property of the Contractor for disposal per applicable local, county, State and Federal laws and regulations which govern or affect the disposal of such materials.

5) All deliveries require an escort with a badge while on ANG facility.

6) Any existing storm drainage structures shall be protected during construction.

7) Any disturbed soil needs to be stabilized.

DIVISION 6 WOOD, PLASTIC &

COMPOSITES

1) Inspect and replace wood roof trusses if damaged.

2) Inspect and replace roof decking if damaged.

DIVISION 3 THERMAL AND MOISTURE

PROTECTION

1) Contractor shall meet all requirements and building codes for administrative and warehouse areas. Contractor shall meet requirements for this climate area and ensure historical records are protected from moisture. Structural analysis may be required to ensure existing trusses can support the new roof.

2) Roofing system between awnings, overhangs and building exterior shall be continuous.

3) Provide water tight seals around all roof penetrations.

PART 3 APPLICABLE CRITERIA

Applicable construction criteria references are listed in below. Criteria shall be taken from the most current references as of the date of issue of the contract. This list is not intended to include all criteria that may apply or to restrict construction. Only applicable sections to the subject facility shall apply.

International Code Council (ICC)

International Building Code (IBC) International Mechanical Code (IMC) International Plumbing Code (IPC) Energy Conservation Code (IEC)

Air Conditioning and Refrigeration Institute (ARI) Air Movement and Control Association (AMCA) American Architectural Manufacturers Association (AAMA) American

Concrete Institute (ACI) American Institute of Steel Construction (AISC) ANSI C2 National Electrical Safety Code ANSI/AF&PA NDS-2001 National Design ANSI C2 National Electrical Safety Code American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) American Society of Mechanical Engineers International (ASME) ASTM-F-1869 – Standard Test Method for Measuring Moisture Vapor Emission Rate ASTM F-2170 – Standard Test Method for Determining Relative Humidity ASTM-D-4263 – Plastic Sheet Test Associated Air Balance Council (AABC) Builders Hardware Manufacturers Association (BHMA)

ANSI/BHMA A156.4 American National Standards for Door Controls – Closers… Consumer Electronics Association Electronic Industries Association (EIA)

U.S. Architectural and Transportation Barriers Compliance Board

ADA Standards for Accessible Design

Illuminating Engineering Society of North America (IESNA) Institute of Electrical and Electronics Engineers Inc. (IEEE) National Electrical Manufacturers Association (NEMA) National Environmental Balancing Bureau

(NEBB)

National Fire Protection Association (NFPA) Occupational Safety and Health Administration

(OSHA)

Sheet Metal and Air Conditioning Contractor’s National Association (SMACNA) State/Local Regulations State Department of Transportation Standard Specifications for Highway and Bridge Construction State/Local Sedimentation and Erosion Control Design Requirements State/Local Environmental Control Requirements State/Local Storm Water Management Requirements Steel Door Institute (SDI) ANSI A250.8/SDI 100 Standard Steel Doors and Frames

Technical Guide for Installation Information Infrastructure Architecture (I3A) http://www.hnd.usace.army.mil/paxspt/isce/pubs.aspx

UNIFIED FACILITIES CRITERIA (UFC)

AFSI AFI 32-1051 Roof Systems Management

PART 4 ADDITIONAL REQUIREMENTS

4.1 PERMITS

The OFFEROR will be responsible for obtaining all permits (local, state and federal) required for construction.

4.2 CIVIL/SITE

4.2.1 Existing Conditions

The contractor shall be responsible for documenting all existing conditions prior to demolition and construction. Any adjacent utilities, buildings, site elements, etc.

damaged during this contract by the Contractor shall be restored to the condition documented prior to construction.

4.2.1 Utilities

Existing utilities shall be surveyed. It is the contractor’s responsibility to obtain existing condition information and as-built drawings of adjacent utilities and the buildings, etc.

they serve. Existing utility lines remain and shall be used to provide utilities to the renovated building.

4.2.1.1 General

Overall architectural goal is to provide a functional, quality, visually appealing facility that is a source of pride for the facility and delivered within the available budget and schedule. The roofing materials of the building should be similar to the surrounding buildings, unless noted otherwise.

4.2.1.2 Color

Color to match Patina Green from McElroy Metal and the finish coating shall contain polyvinylidene fluoride (PVDF) resin (i.e. Kynar 500 or equivalent).

4.3 AS-BUILT DESIGN

4.3.1 As-Built Record Drawings

The Contractor shall be responsible for maintaining one set of master/record construction drawing prints on the job site on which he shall keep a neat and accurate record of all deviations from the original contract documents as the work progresses.

The contractor is responsible for noting all changes and correction on these master/record construction drawing prints promptly as the changes occur in red ink (redline prints) and note date when these changes occurred, but in no case less often than on a weekly basis. The master/record construction drawing prints which are maintained in red ink shall indicate all the changes and modifications incorporated into the work as well as the following:

Any shop drawings that constitute part of the design shall be included with the record drawings.

The master/record (redline construction drawings) prints with corrections, such as field changes and contract modifications, shall be certified by the Contractor as to their correctness and submitted to the Contracting Officer’s Representative for approval.

Once these provisional master/record (redline construction drawing) prints have been approved by the COR via submittal, the contractor shall then transfer submit final as-built drawings via CD. Corrections done shall be in “.dwg” format. The Contractor shall note on the computer generated construction drawings the words “AS-BUILT” in the revision block with the next revision number to identify any changes made. Also, revision number identification will be placed where any changes were made. The contractor shall then submit AS-BUILT compact disc (CD) of computer generated drawings and one (1) AS- BUILT hardcopy with contractor’s redline corrections to the COR to insure accuracy that all corrections made were transferred from redline construction drawing prints to AS- BUILT hardcopy prints.

4.3.2 As-Built Preparation

Contractor shall be responsible for a field/site visit to obtain and verify measurements, site conditions and to determine existing site conditions, dimensions and structural support requirements IAW accepted local, state and federal building practices. All drawings provided to the contractor are for reference/information only and may or may not be current or to scale. Contractor shall provide for any/all deviations to accepted local, state and federal building practices/codes and bring these to the attention of the Construction Inspector and Contracting Officers Representative for review/consideration by the government.

4.3.3 Roof Warranty

The roof warranty will be in accordance with the attached sample warranty from Englert (Twenty-Year Limited Weathertightness Warranty).

4.4 CONSTRUCTION

4.4.1 Building occupancy

Building 907 the Base Civil Engineers office will remain in service during demolition and new construction activities. Contractor shall coordinate work with the ongoing activities of the COR at all times to ensure access to all facilities is maintained for the User.

1.4.1 Contractor’s Laydown Area

The grassed area adjacent to Building 911 will be available for the contractor throughout construction to serve as a laydown area. The contractor is responsible for any temporary utilities ran to this area during construction. Coordinate with the COR during construction should additional laydown area be needed. The area shall be restored at a minimum to existing condition after use of any laydown area.

1.4.2 Disposal of Construction Waste

The Contractor shall be responsible for removing and disposal of all debris created by this project IAW local, state and federal guidelines and laws. The contractor shall dispose of all debris created by this project at the contractor’s expense. Contractor shall maintain and provide upon request by the Contracting Officer (KO) or the designed representative receipts and haul tickets or bill of laden that construction debris from this contract has been disposed of IAW with local, state and federal guidelines and laws. Any onsite dumpsters shall maintain a buffer of 10ft from the building.

1.4.3 Safety

1.4.4 The contractor shall comply with all governing codes and standards. Contractor shall comply with Safety and Environmental laws and regulations. All work shall be performed in accordance with the latest version of the EM385-1-1. The contractor shall perform all work IAW government procedures for entering and working the Engineer Depot. The government reserves the right to stop work at any time for safety, security reasons, and for national defense at no cost to the government.

Because the adjacent buildings are occupied, the contractor shall also ensure the safety of building occupants and importance of overall jobsite safety shall be stressed to all workers.

1.4.5 Daily Housekeeping

The Contractor shall keep work area clean and remove all unneeded construction debris daily and/or as directed by the Construction Inspector or Contracting Officer’s Representative. Prior to the completion of work for that day, daily inspections shall be conducted to ensure the building is orderly and all construction materials, equipment, etc. are out of the way of building occupants and kept in an orderly manner. No buildings shall be made inaccessible to building occupants, unless for safety reasons.

END OF SECTION –

TWENTY-YEAR LIMITED WEATHERTIGHTNESS WARRANTY

SERIES 2000 1 ¾” SNAP LOCK ROOFING SYSTEM

(Special No Dollar Limit Edition Level 4)

MANUFACTURER: ENGLERT, INC.

Address: 1200 Amboy Avenue

Perth Amboy, New Jersey 08861 Telephone: (732) 826-8614

INSTALLATION CONTRACTOR:

Address:

Telephone:

OWNER:

Building Location:

ARCHITECT:

GENERAL CONTRACTOR:

PROJECT NAME:

Area of Metal Roof:

Type of…