FA2823-15-R-4002.doc.pdf

This acquisition w ill be conducted using competitive 8(a) procedures IAW FAR 19.805(1)(a)

Specif ications - See Unit Price Guide (UPG) and Technical Specif ications.

See Schedule, offeror is required to complete and return SF 1442, Section B thru Section K

Pursuant to FAR 15.204-1, Schedule is defined as Sections A through H

Faxed or Email Proposals w ill NOT be accepted.

Site Visit w ill be conducted for the First Task Order. Please see clause 52.236-27 for details. Site visits w ill be conducted on individual task orders after aw ard.

Funds are not currently available for this task order. Funding w ill be cited on each individual task order as stated in Section G.

The Magnitude of Construction is betw een $25,000,000 and $100,000,000.

The Magnitude of Construction of individual task orders issued hereunder are betw een $2,000 and $750,000.

For this procurement, it has been determined that competition w ill be limited to 8(a) certif ied serviced by or have an approved bona fide off ice w ithin the geographical boundaries of SBA's Region IV (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee).

Some task orders may fall under the statute of cost limitation for minor construction of $750,000.

TERISA L. KOPP 850-882-0288

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

12-Dec-2014

(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 _______ calendar days and complete it w ithin ________ calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________FAR 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 __________3 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________ (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 _______60 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

AFTC/PZIO EGLIN - FA2823

308 WEST D AVENUE, SUITE 130 (BLDG 260)

EGLIN AFB FL 32542-5418

FA2823

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

(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:

FA2823-15-R-4002 130

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

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES MAX

QUANTITY

UNIT UNIT PRICE MAX AMOUNT

0001 1 Lot SABER Basic Year

FFP

Furnish all plant, labor, materials and equipment and perform all operations in connection with Simplified Acquisition of Base Engineering Requirements

(SABER), Eglin AFB FL, in accordance with the attached Technical

Specifications and the Unit Price Guide (UPG). SEE PRICING SCHEDULE "B,"

BASIC YEAR. PERFORMANCE PERIOD IS 365 DAYS FROM CONTRACT

AWARD. The statute cost of limitations for new construction is $750K.

FOB: Destination

MAX

NET AMT

UNIT UNIT PRICE MAX AMOUNT

1001 1 Lot SABER Option Year 1

FFP

Furnish all plant, labor, materials and equipment and perform all operations in connection with Simplified Acquisition of Base Engineering Requirements

(SABER), Eglin AFB FL, in accordance with the attached Technical

Specifications and the Unit Price Guide (UPG). SEE PRICING SCHEDULE "B,"

OPTION YEAR 1. PERFORMANCE PERIOD IS 365 DAYS FROM

CONTRACT AWARD. The statute cost of limitations for new construction is

$750K.

UNIT UNIT PRICE MAX AMOUNT

2001 1 Lot SABER Option Year 2

FFP

Furnish all plant, labor, materials and equipment and perform all operations in connection with Simplified Acquisition of Base Engineering Requirements

(SABER), Eglin AFB FL, in accordance with the attached Technical

Specifications and the Unit Price Guide (UPG). SEE PRICING SCHEDULE "B,"

OPTION YEAR 2. PERFORMANCE PERIOD IS 365 DAYS FROM

CONTRACT AWARD. The statute cost of limitations for new construction is

UNIT UNIT PRICE MAX AMOUNT

3001 1 Lot SABER Option Year 3

FFP

Furnish all plant, labor, materials and equipment and perform all operations in connection with Simplified Acquisition of Base Engineering Requirements

(SABER), Eglin AFB FL, in accordance with the attached Technical

Specifications and the Unit Price Guide (UPG). SEE PRICING SCHEDULE "B,"

OPTION YEAR 3. PERFORMANCE PERIOD IS 365 DAYS FROM

CONTRACT AWARD. The statute cost of limitations for new construction is

UNIT UNIT PRICE MAX AMOUNT

4001 1 Lot SABER Option Year 4

FFP

Furnish all plant, labor, materials and equipment and perform all operations in connection with Simplified Acquisition of Base Engineering Requirements

(SABER), Eglin AFB FL, in accordance with the attached Technical

Specifications and the Unit Price Guide (UPG). SEE PRICING SCHEDULE "B,"

OPTION YEAR 4 . PERFORMANCE PERIOD IS 365 DAYS FROM

CONTRACT AWARD. The statute cost of limitations for new construction is

CLIN STRUCTURE

BIDDING SCHEDULE

PRICING SCHEDULE B

BASIC YEAR

ITEM COEFFICIENT

NO. DESCRIPTION PERCENTAGE FACTORS

Standard Nonstandard

Hours Hours

Furnish all plant, labor, materials and equipment, and perform all operations in connection with Simplified

Acquisition of Base Engineering Requirements (SABER) at Eglin AFB, FL, in accordance with the attached Technical

Specifications, indicated in the attached Unit Price Guide (UPG).

0001 Maintenance, repair and minor construction work on real property at Eglin Main Base, FL _______

0002 Maintenance, repair and minor

(May be utilized for hurricane, natural disasters and emergencies as directed by the Government).

0003 Maintenance, repair and minor construction work on real property at sites/ranges of Eglin AFB, FL not to exceed

27 miles distance from either the east or west gates of Eglin Main Base _______

0004 Maintenance, repair and minor at sites/ranges of Eglin AFB, FL not to exceed

27 miles distance from either the east or west gates of Eglin Main Base

(May be utilized for hurricane, natural disasters and emergencies as directed

0005 Maintenance, repair and minor property at sites/ranges of Eglin AFB, FL to exceed

27 miles from Eglin Main Base _______

0006 Maintenance, repair and minor property at sites/ranges of Eglin AFB, FL to exceed

27 miles from Eglin Main Base

(May be utilized for hurricane, natural disasters and emergencies as directed

OPTION YEAR 1 (IF EXERCISED)

Acquisition of Base Engineering Requirements (SABER)

1001 Maintenance, repair and minor

1002 Maintenance, repair and minor property at Eglin Main Base, FL _______

(May be utilized for hurricane, natural

1003 Maintenance, repair and minor at sites/ranges of Eglin AFB, FL not to exceed

1004 Maintenance, repair and minor at sites/ranges of Eglin AFB, FL not to exceed

27 miles distance from either the east or west gates of Eglin Main Base

(May be utilized for hurricane, natural disasters and emergencies as directed by the Government).

1005 Maintenance, repair and minor construction work on real

1006 Maintenance, repair and minor property at sites/ranges of Eglin AFB, FL to exceed

27 miles from Eglin Main Base

(May be utilized for hurricane, natural disasters and emergencies as directed

OPTION YEAR 2 (IF EXERCISED)

Acquisition of Base Engineering Requirements (SABER)

2001 Maintenance, repair and minor

2002 Maintenance, repair and minor property at Eglin Main Base, FL _______

(May be utilized for hurricane, natural

2003 Maintenance, repair and minor at sites/ranges of Eglin AFB, FL not to exceed

2004 Maintenance, repair and minor at sites/ranges of Eglin AFB, FL not to exceed

27 miles distance from either the east or west gates of Eglin Main Base

(May be utilized for hurricane, natural by the Government). _______

2005 Maintenance, repair and minor

2006 Maintenance, repair and minor property at sites/ranges of Eglin AFB, FL to exceed

27 miles from Eglin Main Base

(May be utilized for hurricane, natural disasters and emergencies as directed

OPTION YEAR 3 (IF EXERCISED)

Acquisition of Base Engineering Requirements (SABER)

3001 Maintenance, repair and minor

3002 Maintenance, repair and minor property at Eglin Main Base, FL _______

(May be utilized for hurricane, natural

3003 Maintenance, repair and minor at sites/ranges of Eglin AFB, FL not to exceed

3004 Maintenance, repair and minor at sites/ranges of Eglin AFB, FL not to exceed

27 miles distance from either the east or west gates of Eglin Main Base

(May be utilized for hurricane, natural disasters and emergencies as directed by the Government).

3005 Maintenance, repair and minor construction work on real

3006 Maintenance, repair and minor property at sites/ranges of Eglin AFB, FL to exceed

27 miles from Eglin Main Base

(May be utilized for hurricane, natural disasters and emergencies as directed

OPTION YEAR 4 (IF EXERCISED)

Acquisition of Base Engineering Requirements (SABER)

4001 Maintenance, repair and minor

4002 Maintenance, repair and minor property at Eglin Main Base, FL _______

(May be utilized for hurricane, natural

4003 Maintenance, repair and minor at sites/ranges of Eglin AFB, FL not to exceed

4004 Maintenance, repair and minor at sites/ranges of Eglin AFB, FL not to exceed

27 miles distance from either the east or west gates of Eglin Main Base

(May be utilized for hurricane, natural disasters and emergencies as directed by the Government).

4005 Maintenance, repair and minor construction work on real

4006 Maintenance, repair and minor property at sites/ranges of Eglin AFB, FL to exceed

27 miles from Eglin Main Base

(May be utilized for hurricane, natural disasters and emergencies as directed

1. Offers: The offeror must submit six coefficients for each year and for the six month extension for this solicitation in order to be considered acceptable. The first coefficient is to be applied to work anticipated to be accomplished during standard working hours at Eglin AFB, FL. The second coefficient will be applied to work anticipated to be accomplished on a non-standard basis at Eglin AFB, FL. The third coefficient is to be applied to work anticipated to be accomplished during standard working hours on real property at sites/ranges of Eglin AFB, FL not to exceed 27 miles from either the east or west gate of Eglin Main Base. The fourth coefficient is to be applied to work anticipated to be accomplished on a non-standard basis on real property at sites/ranges of Eglin

AFB, FL not to exceed 27 miles from either the east or west gate of Eglin Main Base. The fifth coefficient is to be applied to work anticipated to be accomplished during standard working hours on real property at sites/ranges of

Eglin AFB, FL to exceed 27 miles from either the east or west gate of Eglin Main Base. The sixth coefficient is to be applied to work anticipated to be accomplished during a non-standard basis on real property at sites/ranges of

Eglin AFB, FL to exceed 27 miles from either the east or west gate of Eglin Main Base. It is estimated that five percent of the maximum dollar amount of this contract will be work accomplished on a non-standard basis. These coefficients shall be submitted on the Bidding Schedule B.

(1) The offer shall be net (e.g., 1.00) or a percentage decrease from (e.g., .95), or increase (e.g., 1.05) the unit prices listed in the Unit Price Guide (UPG). The offeror shall not submit different coefficients for individual tasks.

(2) The offeror’s price coefficient must contain profit and all contractor costs including, but not limited to, mobilization, demobilization, including all construction equipment to include rental of equipment, overhead, bond premiums, insurance, minimum design costs, subcontractor costs, G&A expenses, gross receipts taxes, and all contingencies in connection with the contract.

(3) This contract will use a dynamic Unit Price Guide (UPG) as defined in the Statement of Work (SOW) paragraph 5. R.S. Means updates the UPG annually and this update will be reflected in the cost data base accordingly. Location factors are also published quarterly by R.S. Means and these updates will also be captured in the data base accordingly. It will be the contractor’s responsibility to maintain the most current

UPG data base for itself and the government.

2. Estimated Schedule of Work: Based on historical data, the following is an estimated schedule of work to be accomplished at each location:

CLINs/LOCATION ESTIMATED WORK

CLINs X001 & X002 (Eglin Main Base) 80%

CLINs X003 & X004 (sites/ranges not exceeding 27 miles from either the east or west gate of Eglin Main Base) 15%

CLINs X005 & X006 (sites/ranges exceeding 27 miles from either the east or west gate of Eglin Main Base) 5%

CONTRACT MINIMUM/MAXIMUM QUANTITY AND CONTRACT VALUE

The minimum quantity and contract value for all orders issued against this contract shall not be less than the minimum quantity and contract value stated in the following table. The maximum quantity and contract value for all orders issued against this contract shall not exceed the maximum quantity and contract value stated in the following table.

MINIMUM

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

AMOUNT

$5,000.00 $46,000,000.00

DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND ORDER VALUE

The minimum quantity and order value for each Delivery/Task Order issued shall not be less than the minimum quantity and order value stated in the following table. The maximum quantity and order value for each

Delivery/Task Order issued shall not exceed the maximum quantity and order value stated in the following table.

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

$2,000.00 $750,000.00

CLIN DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND CLIN ORDER VALUE

The minimum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not be less than the minimum quantity and order value stated in the following table. The maximum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not exceed the maximum quantity and order value stated in the following table.

CLIN

QUANTITY

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

Section C - Descriptions and Specifications

CLAUSES INCORPORATED BY FULL TEXT

C-1 SPECIFICATIONS, STANDARDS AND DRAWINGS (IAW FAR 11.201)

Specifications, standards or drawings (as applicable) are furnished/listed below:

ITEM NR SPECIFICATIONS, STANDARDS AND/OR ATTACHMENTS

Statement of Work Dated 03 June 2014

STATEMENT OF WORK

3 June 14

For

SIMPLIFIED ACQUISITION OF BASE ENGINEERING REQUIREMENTS

(SABER)

EGLIN AIR FORCE BASE, FLORIDA

OFFICE OF THE BASE CIVIL ENGINEER

FA2823-15-R-4002

INDEX

PARA TITLE PAGE

COVER SHEET

INDEX 1 - 3

1. COEFFICIENTS 4

1.1 Coefficient 4

2. PROJECT DESCRIPTION 4

2.1. SABER Contract Technical Specifications 4

2.2. Unit Price GUIDE (UPG) 4

2.3. Sample Calculation 5

3. PROJECT REQUIREMENT TYPES 5

3.1. Routine Requirement 5

3.2. Emergency Requirement 5

3.3. Commencement Documents 6

3.4. Record Drawings/As-Builts 8

3.5.

Design Guidance 8

3.6. Professional Engineer (PE) Certification 8

3.7. Design Guidance, Specific 9

3.8. Design Analysis 16

3.9. Plans, Rosters, Reports 17

3.10. Worksite Standards 19

3.11. Worksite Caretakership. 20

3.12. Worksite Procedures 22

4. CONTRACTOR FURNISHED SUPPLIES AND EQUIPMENT 28

4.1. Eglin Cost Estimating Software Requirements 28

4.2.

4.3.

Applicable Codes, Cost Data Guides and References

RSMeans Electronic Cost Databases

5.

5.1.

UNIT PRICE GUIDE AND SOFTWARE REQUIREMENTS

Definitions

5.2. Price Determination 31

5.3. Cost Estimate Organization 31

5.4. Pre-priced Unit Guide 31

5.5.

6.

Non-prepriced Unit Price Determination

PERSONNEL

6.1. Program Manager (PM) 34

6.2.

6.3.

6.4.

6.5.

Program Management Staff (PMS)

Environmental Manager

Project Staff

Quality Control Manager (QCM)

6.6. Superintendents 35

6.7. Sub-Contractors 35

6.8. Professional/Technician/Craftsman Qualifications 35

6.9.

6.10.

7.

Personnel Appearance/Identification

Contractor Responsibility

NOTICE OF COMPLETION OF DELIVERY ORDER/FINAL INSPECTION

7.1.

8.

9.

9.1.

Pre-Final and Final Inspections

CORRECTION OF DEFICIENCIES

QUALITY CONTROL

Contractor Responsibilities

9.2. Quality Control Program 37

9.3. Quality Control Records 38

9.4. Notice of Non-Conforming Work 38

9.5. Quality Control Plan 38

10. PROPOSAL PROCEDURES 38

11. HOLIDAYS 39

12. QUALITY CONTROL PROGRAM 39

13. CONSTRUCTION START-UP PERIOD 40

14. COMMENCEMENT, PROSECUTION, COMP. AND PAYMENT FOR WORK 40

15. SCHEDULING OF WORK 40

16. IMPLEMENTATION OF WARRANTY CONSTRUCTION 41

17.

SAFETY AND HEALTH 41

17.1. General 41

17.2. Applicable Publications 41

17.3. Procedures for Assuring Safety 41

17.4. Medical Information 42

17.5. Construction Equipment 42

18. CONSTRUCTION PERMITS 42

19. UTILITIES 42

20. IDENTIFICATION OF GOVERNMENT-FURNISHED PROPERTY (GFP) 42

21. TELEPHONE/CELLULAR PHONE REQUIREMENTS 43

22. HOUSEKEEPING 43

23. GOVERNMENT LIABILITY 43

24. WORK IN SPECIAL SECURITY AREAS 43

25. DELIVERY ORDER INTERPRETATION AND MODIFICATION 43

26. DELIVERY ORDER PROPOSAL EVALUATION 43

26.1. Evaluation 44

Past Performance Evaluation Sheet 45

Attch 1 INDUSTRIAL SAFETY AND HEALTH REQUIREMENTS

Attch 2 DDC SYSTEM REQUIREMENTS

Attch 3 EGLIN AFB CABLE INSTALLATION SPECIFICATIONS

1. COEFFICIENTS

1.1. COEFFICIENT: A “coefficient” is the Contractor’s pricing factor which is multiplied against the standard unit prices in calculating delivery order (DO) prices. It is proposed by offerors as a percentage increase (e.g., 1.10) or decrease (e.g., 0.95) to the current edition of the Unit Priced Guide (UPG). The Unit Price Guide (UPG) will be dynamic with quarterly location factors and annual RSMeans Cost Data updates throughout the life of the contract.

The Contractor’s Coefficient shall include all cost elements not included in the current UPG (e.g., overhead, profit, minimum design costs, G & A expenses, bond premiums, gross receipts taxes, quality control, clean-up, subcontractor mark-up, labor burden, mobilization/demobilization, permits and licenses, taxes, depreciation, as-built drawings, submittals, site security, etc.). On individual delivery orders, the contractor may offer a coefficient that is less than the coefficienter a coefficient greater than the applicable coef

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

CLAUSES INCORPORATED BY FULL TEXT

2. PROJECT DESCRIPTION: The contract is for a broad range of maintenance, repair, minor and new construction work on real property at Eglin AFB and its associated sites in Florida. The work is required in support of the 96th Civil Engineer Group activity headquarters at Eglin AFB, Florida. The contract will be a Fixed-Price

Indefinite Delivery-Indefinite Quantity (IDIQ) type contract and will include a wide variety of individual construction tasks as listed in the Unit Price Guide (UPG). During the contract period the 96th Civil Engineering

SABER Office, (96 CEG/CEPS) will identify construction tasks required to complete each specific job and

AFTC/PZIOC, Eglin AFB FL, will issue individual delivery orders to the Contractor to complete those jobs. The

Contractor shall be required to furnish all materials, equipment, and personnel necessary to design, manage, and accomplish the job. The Contractor shall be required to maintain management office(s) on Eglin AFB, Florida in order to receive work requests and to provide other management services related to accomplishing individual jobs.

The government will furnish a space on Eglin AFB for the contractor to set up a temporary office facility. Individual jobs will vary in size with the majority expected to be of a small ($2,000 to $75,000) to medium size ($75,001 to

$300,000) with some large projects ranging from $300,001 to $750,000. The jobs will include tasks in a variety of trades, such as carpentry, road repair, roofing, excavation, interior electrical, exterior electric, steam fitting, plumbing, sheet metal, HVAC, painting, demolition, concrete masonry, welding, etc... Commencement of work shall be specified in each individual delivery order and the performance period shall be negotiated on individual delivery orders. The guaranteed minimum amount is $2,000. The estimated maximum contract amount is $46,000,000, including all options, if exercised.

2.1. SABER Contract Technical Specifications

(1) The Technical Specifications, are numbered and organized by the 2004 edition of the Construction

Specification Institute’s (CSI) Master Format. All specifications are filed in Divisions 1 through 48 per CSI guidelines.

(2) The intent of these specifications is to furnish concise industrial and/or commercial standards for maintenance, repair, and minor construction of Government facilities.

2.2. Unit Price Guide (UPG)

(1) The UPG contains pricing information (i.e., Government estimate) for the description of the work to be accomplished in the unit of measure specified. Unless otherwise specified in the UPG, prices given include all material, direct and indirect; labor; and equipment costs to complete the item of work described.

Indirect materials shall be defined as materials associated as integral to the installation of an item without which the item cannot be properly installed. No additional line items (priced or non-priced) shall be added to supplement the UPG costs.

(2) The UPG consists of Divisions 1 through 48, which are based on the Master CSI.

(3) If the Government specifies an item which meets both the UPG definition AND the characteristics called out in the Technical Specifications, the contractor is obliged to furnish that item, regardless of actual cost compared to the UPG cost.

2.3. Sample Calculation: The following sample calculation illustrates the use of the UPG. All dollar figures are fictitious and therefore may or may not exist in the UPG used for this contract.

DESCRIPTION OF WORK: Remove existing 11’ x 15’ x 6” thick concrete parking apron and replace with 4000

PSI concrete.

DEMOLITION: 11x15x.5/27= 83/27=3 CY, 11x15/9= 18 SY

REPAIR

BASE - 11x15x.17/27= 1 CY

CONC - 11x15x.5/27= 3 CY

MESH - 11x15= 165 SF

FORMWORK - 11+ 11 +15 + 15= 52 LF

SAMPLE CONTRACTOR PROPOSAL FOR:

PARKING APRON DEMOLITION & REPAIR

Line Unit

Item # UPG # Description Qty Price Total

DEMOLITION

0001 02112-1202 Concrete Pavement w/mesh 18 SY @ $6.43/SY = $ 115.74

0002 02112-9115 Rubbish Hauling 3 CY @ $8.30/CY = $ 24.90

REPAIR

0003 02611-2212 Base Course 18 SY @ $3.91/SY = $ 70.38

0004 03110-1611 Form Work 52 LF @ $ 1.80/LF = $ 93.60

0005 03220-1004 Welded Wire 165 SF @ $ 0.41/SF = $ 67.65

0006 03311-1164 Concrete (3000 PSI) 3 CY @ $77.44/CY = $232.32

0007 03311-3005 Modifier - for 4000 PSI 3 CY @ $3.64/CY = $ 10.92

$ 615.50

TOTAL DIRECT COST : $615.50

*PERCENTAGE FACTOR: X 1.08*

TOTAL PRICE : $664.74

*Assumes fictitious coefficient of 1.08 for standard working hours.

3. PROJECT REQUIREMENT TYPES. The two types of project requirements are “Routine” and “Emergency.”

Either of these types may be issued at any time during the length of this contract. The Government is responsible for determination of project requirement type.

3.1. Routine Requirement. Within three (3) calendar days of project notification, unless otherwise directed by the

Contracting Officer (CO), the Program Manager (PM), or authorized representative(s) shall attend a Pre-Bid Site

Visit to clarify any project requirements, and/or further define the project scope of work. The Contractor’s proposal shall be submitted to the CO in accordance with (IAW) paragraph 3.3.2 within seven (7) calendar days after the Pre-

Bid Site Visit for non-complex work and fourteen (14) calendar days after the Pre-Bid Site Visit for complex work as determined by the Government, unless otherwise directed by the CO.

3.2. Emergency Requirement. In the event of an emergency or time sensitive requirement, the contractor PM, or authorized representative(s) response time shall be as soon as directed by the CO. The Contractor’s proposal shall be submitted IAW paragraph 3.3.2, or as directed by the CO, normally within 24 hours.

3.3. Commencement Documents. Contractor design documents shall be developed so that a distinction is made between items that are associated with each classification of work (i.e. Demolition, Minor (new) Construction, Repair, and Additives). See SOW paragraph 10 for “Proposal Procedures”. Categories of work notes shall be affixed throughout the contract documents to clearly distinguish between works that are Demolition (D), Minor

Construction (MC), or Repair (R) and further delineate any items that are Additive Bid Items (reflected as “Option

#”) and shall be accounted for and priced separately in the cost proposal. Additive Bid Items shall be priced separately. The concept of the SABER program provides for 35% design level effort. However, some portions of a design may require up to a 65% to 80% design effort depending upon nature/complexity (i.e., mechanical/electrical).

A 100% design level effort may be necessary when PE Certification is required. In the case of 65% to 80% design or 100% design level of effort; Civil Engineering will identify the requirement in advance and will identify what the

Contractor is responsible for designing.

3.3.1. Statement of Objectives (SOO): The initial document, with drawings where applicable, provided to the

Contractor by the Government outlining the work to be completed. The SOO may also detail a required or desired performance period.

3.3.2. Contractor’s Statement of Work (SOW) Package. The SOW package includes written descriptions documenting work required by each Government delivery order prepared by the Contractor from the SOO. The

Contractor shall submit for Government review, one hard copy SOW Package, and one electronic (CD-ROM or e-mail) copy of the cost proposal for technical evaluation, presenting the Contractor’s offer within seven (7) calendar days after the pre-bid site visit for non-complex work, and fourteen (14) calendar days after the pre-bid site visit for complex work as determined by the Government, unless otherwise directed by the CO. The

Contractor’s design shall be IAW paragraphs 3.5 and 3.7. The format shall as a minimum include: a cover page; Statement of Work; a detailed cost estimate (in the authorized format); all Government requested project design drawings and thorough applicable design calculations IAW paragraph 3.5 and a Material Submittal

Schedule (AFFM 66) reflecting proposed product submissions and required contract reports. When the

Contractor desires to offer alternatives, they shall: clearly state and identify alternatives proposed; their segregated associative costs; a delineation of impacted line items; and advantages and disadvantages for

Government evaluation. The Contractor shall provide support, verification and justified reasoning behind their proposal to alter the Government’s project request.

3.3.2.1. Technical Plan. The Contractor shall develop a detailed project technical plan incorporating all elements of the agreed upon SOW, all applicable base, local, state and Federal regulations, and all comments and or mitigations identified on the project AF Form 813, Request for Environmental Impact

Analysis, and AF Form 332, Base Civil Engineer Work Request. All elements of the cost proposal shall be captured in the technical plan and drawings. The awarded cost proposal shall be used for reference to verify scope or drawing omissions if necessary, however the preference and intent is for all elements of work and major items for installation to be on the plan and drawings.

3.3.2.2. Cost Estimates. Cost estimates shall be: calculated using the approved software program.

3.3.2.3. Preliminary Drawings: The Contractor shall submit preliminary drawings via Material

Submittal Form 3000 at the time of the submission of a proposal for all delivery orders that require drawings. Preliminary drawings will be required for all projects where there is any deviation to existing conditions by work performed under a SABER delivery order. Preliminary drawings will include dimensions, utility lines, foundation plans, floor plans, elevation views, roofing plans, shop drawings;

layout of walls, doors, windows; finish schedules, plumbing plans, riser diagrams, HVAC plans, duct work, control systems, fire sprinkler and detection systems, electrical plans, schematics, lighting, receptacles, switches, panels, panel schedules, any pertinent sections and details, etc. Preliminary drawings will be completed to the point the Government representative can verify size, shape, quantity and type materials proposed in the Contractor’s cost proposal. In turn, 96 CEG/CEPS will obtain all the

The Contractor shall be responsible for the reproduction of these drawings if multiple copies are needed

(i.e., subcontractor copies).

3.3.2.4. AF Form 66, Schedule of Material Submittals (AFFM 66). For each project request, the

Contractor shall provide one copy of an AFFM 66 reflecting all proposed materials and required contract documents to the CO for approval. The AFFM 66 shall be submitted as part of the Contractor’s SOW

Package (Para. 3.3.2). The AFFM 66 is a living document, and shall be updated, with items added to the form, as necessary by the Contractor for approval, and/or as required by the CO or authorized representative throughout the life of the DO.

3.3.2.5. Material Approval Submittal Form (AF Form 3000): Material submittals are required for all materials being submitted on any given delivery order. Any other items (e.g. Progress Schedules, Digging Permits, Test Reports, As-Builts, O & M Manuals) requiring approval that have not been required to be submitted earlier with the Contractor’s SOW package shall be submitted by the Contractor using AF Form 3000. These type submittals shall be submitted no later than ten (10) days after the issuance of the “Notice to Proceed” or as otherwise directed by the Contracting Officer. The Government will provide space for a sample display area. The Contractor shall install, catalog and maintain his submittals, as approved, to avoid repetitive duplication in subsequent delivery orders. The Contractor will not order any type of materials until the Material Approval Form has been signed and approved by all parties. If the submittal has been disapproved, the explanation will be noted in the back of the

Material Approval Form and will then have to be resubmitted in the time frame noted on the Material

Approval Form. 96 CEG/CEPS may provide a list of expected AF3000 for each delivery order.

Requirements for submittals no later than ten (10) days after issuance of the “Notice to Proceed” are:

(1) Submission Requirements. The Contractor shall submit to the CO all required documents and samples for a particular item on the approved List of Submittals as a group package. Partial submittals for product approval will be returned without action and shall be the sole responsibility of the Contractor for any delays due to this failure to comply. All printed documents shall be legible, and as a minimum, one shall be an original version (not copied nor FAX generated).

When multiple items are included on printed documents, the Contractor shall highlight all applicable data regarding the item presented for approval.

(2) Material Samples. The Contractor is responsible for identifying and locating required materials for submittals to include matching any existing materials. The Contractor shall provide all color selection samples, regardless of product type, as a group to facilitate design compatibility selection, and partial submittals of these related items will be returned without action and shall be the sole responsibility of the Contractor for any delays due to this failure to comply. As a minimum, all wall covering, carpet and other pattern type submittals shall show the full representation of material pattern. All samples provided for approval shall become property of the

Government. The Contractor may request return of samples for inclusion on color boards or as submittal library entries, without guarantee of approval.

(3) Color Boards. The Contractor shall provide, after color selection and material approval, one

(1) color board for all architectural work at no additional cost to the Government. All products shall be mounted on foam board, and grouped in logical sequence as installed (i.e. carpet, paneling, chair-rail, wall covering and ceiling tile). All products shall be referenced with the manufacturer’s name and color/pattern/style name and number.

(4) Operation and Maintenance (O & M) Manuals. The Contractor shall provide, at no additional cost to the Government, four (4) copies of operation and maintenance manuals as specified on the Government reviewed, and approved List of Submittals (or equal). One (1) complete set shall be provided prior to field-testing, and the remainder upon equipment acceptance. Manuals shall be approved prior to the field-training course. Operating manuals shall detail the step-by-step procedures required for system startup, operation and shutdown. Operating manuals shall include the manufacturer’s name, model number, parts list, and brief description of all equipment and their basic operating features. Maintenance manuals shall list routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guides.

Maintenance manuals shall include piping and equipment layout, simplified wiring and control diagrams of the system as installed, and system programming schedule.

(5) Submittal Library. The Contractor shall establish and maintain the submittal library to eliminate repetition and streamline the submission processes for subsequent Delivery orders. One

(1) library shall be maintained at the 96 CEG/CEPS Office and one (1) library at the Contractor’s office on Eglin AFB. The Contractor is responsible for providing all library documentation/samples at no additional cost to the Government. Once a product is approved, future requirements for the same type item may be referenced to library entries. The Contractor may suggest product inclusion at any time during the contract. A numbering system shall be developed in concert with the CO and SABER Chief to identify all library entries. The Contractor shall catalog and maintain all submittals to avoid duplicate library entries. The Contractor is not restricted to products included in the library, but rather encouraged to propose multiple like items to provide flexibility in future projects.

3.4. Record Drawings/As-Builts: The Contractor will have full access to all Record and As-Built drawings located in 96 CEG/CEPT as required for development of the Contractor’s design. The Contractor may obtain one

(1) copy of the appropriate record drawings, if available, from 96 CEG/CEPT. The Government does not guarantee the availability, accuracy or adequacy of existing As-Built or record drawings. During the progress of the work, the

Contractor shall keep a careful record at the job site of all changes and corrections from the layouts shown on the preliminary drawings submitted with their proposal, when applicable. The Contractor shall enter such changes and corrections on preliminary drawings promptly, and submit drawings to the Contracting Officer in accordance with schedule provided in the delivery order. The As-Built drawings shall indicate, in addition to all changes and corrections, the actual location of all subsurface utility lines, existing or new. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered or obscured, the record drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction. Valves splice boxes, and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The depth below the surface of each run shall be recorded, in addition to the size and type of conduit or pipe used for the run. At the time of beneficial occupancy of each structure or facility involved under the contract, the Contractor shall submit to the Contracting Officer As-Built plans with the aforementioned data. In addition to the requirement for as-builts at final inspection, as-built drawings will be required for all projects where there is any deviation to existing conditions by work performed under a SABER delivery order. As-Built drawings will be submitted for approval no later than the date of the final inspection. The

Contractor shall provide approved As-Built drawings in both a hard copy format (Mylar copy) as well as a

Contractor provided diskette compatible with the 96 CEG/CEPT AutoCAD, or computer aided drafting/design software compatible with government drafting/design software, computers for all delivery orders. The contractor shall include a line item for as-built drawings in all progress schedules.

3.5. Design Guidance. All designs shall be IAW the latest edition of the Eglin’s Architectural Compatibility Plan.

Applicable to all projects prepared for design, prior to submitting a Contractor SOW Package, the Contractor shall field verify the existing site conditions to satisfy itself with the general and local conditions that can affect the work.

The Contractor may make multiple site visits, conduct exploratory excavation(s) with an approved Work Clearance

Request (AFFM 103), or other intrusive inspection(s) upon approval of the CO, and shall restore all disturbed areas to existing conditions. All exploratory investigations shall be at no additional cost to the Government and are considered field overhead, therefore part of the Contractor’s coefficient. The Contractor will have full access to all

Record and As-Built drawings possessed by, and located in, 96 CEG/CEPT as required for development of the

Contractor’s design. The Contractor is responsible for accuracy of all measurements whether they are obtained in the field, or as existing drawing take-offs to develop accurate working drawings. It shall be noted that minor adjustments of new utility lines may be required to avoid existing underground utility lines or existing structures at no additional cost to the Government. All plans, labor, equipment, materials, and incidentals shall be furnished by the Contractor, unless otherwise specified. The Contractor shall thoroughly review the project request for constructability and advise of possible problem areas prior to project negotiations.

3.6. Professional Engineer (PE) Certification. The project request may require PE Certification on some or all designs, or portions of designs. Typically, all new electrical power distribution designs; all Boiler/Heating, Ventilation and Air Conditioning designs (to include temporary requirements); all structural designs, to include entrance canopies, and all sprinkler designs shall require PE certification. Large-scale, new landscaping and irrigation when requested shall be designed by a certified Landscape Architect.

3.7. Design Guidance, Specific. This guidance shall be used as applicable to specific projects

3.7.1. Historical and Archeological. Some SABER projects may affect a resource that is eligible for listing on the National Historic Register and qualifies as an “undertaking” as defined by the National Historic

Preservation Act, Section 301(7). These projects will be identified by the government within the SOO package.

As such, all design, repair, maintenance, and construction shall be completed in a manner that is consistent with the Secretary of the Interior’s “Standards for Historic Preservation Projects” and the Secretary’s ‘Illustrated

Guidelines for Rehabilitating Historic Buildings”.

3.7.1.1. Base Cultural Resource Manager (BCRM). Prior to the final Contractor SOW Package, the

Contractor shall obtain verification from the 96 CES/CEPS Project Manager that consultation with applicable state and federal authorities has been completed, to include all comments necessitating a change in the project design have been considered, incorporated, and reviewed by the BCRM.

3.7.1.2. The Secretary Of The Interior’s Standards for Rehabilitation. These Standards were originally published in 1977 and revised in 1990 as part of Department of the Interior Regulations (36 CFR

Part 67, Historic Preservation Certifications). They pertain to historic buildings of all materials, construction types, sizes, and occupancy to encompass the exterior and the interior of historic buildings.

The Standards cover: related landscape features; the building’s site and environment; and attached adjacent or related new construction. The Contractor shall comply with the following standards on all applicable

DOs, or as otherwise specified.

(1) A property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building and its site and environment.

(2) The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided.

(3) Each property shall be recognized as a physical record of its time, place and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other buildings, shall not be undertaken.

(4) Most properties change over time. Those changes that have acquired historic significance in their own right shall be retained and preserved.

(5) Distinctive features, finishes, and construction techniques or examples or craftsmanship that characterizes a property shall be preserved.

(6) Deteriorated historic features shall be repaired rather than replaced whenever possible. Where the severity of deterioration requires replacement of a distinctive feature, the new feature shall match the old in design, color, texture, and other visual qualities and, where possible, materials.

Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence.

(7) New additions, exterior alterations or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale and architectural features to protect the historic integrity of the property and its environment.

(8) New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired.

3.7.2. Civil. All design calculations shall be submitted for approval/review with the SOW Package IAW paragraphs 3.5 and 3.7.

3.7.2.1. Earthwork. All contouring of terrain shall be pitched for positive drainage. Where reasonable, the Contractor shall install pipe materials using a directional drilling or boring to avoid or minimize root damage to existing trees or under roadways as directed by the CO. All fill materials shall be environmentally "clean", meaning it will not be contaminated. The Contractor shall provide sampling/analysis results to the Government (at no additional cost) from all borrow sources that topsoil or any kind of fill soil was obtained from. Soil shall only be obtained from approved borrow sources.

3.7.2.1.1. Excavations. The Contractor shall backfill and compact all excavations. Trenches shall be top dressed with topsoil IAW paragraph 3.7.2.1.4.

3.7.2.1.2. Landscaping. New facilities design shall include adequate landscaping of the site.

Ensure landscape layout and schedule are provided. Provide for trees, shrubs and ground cover. All supporting irrigation systems shall be included as an option item.

3.7.2.1.3. Soils and Vegetation Restoration. In addition to the requirements in FAR clause

52.236-9, the Contractor shall restore all areas affected by worksite operations to include all haul roadways prior to final inspection. The Contractor shall not delay soil restoration operations until the end of worksite operations or delivery order. The Contractor shall promptly restore all disturbed grounds immediately upon final backfilling.

3.7.2.1.4. Topsoil. The Contractor shall provide rock-free, natural, friable topsoil containing no more than 10% organic or clay material, and shall contain sandy loam. It shall be obtained from naturally well-drained areas, and shall not be excessively acid or alkaline, nor contain substances harmful to plant growth. Approximate particle distribution shall have: trace of gravel; 40 - 65% coarse to medium sand; 10 - 15% fine to very fine sand; 10 – 15% silt; 20 – 28% clay; less than 844 ppm (.67 mm/cm) soluble salt levels; 2 – 5% by weight percent of organic matter; and a 5.5 – 6.5 soil pH. Topsoil shall be distributed uniformly to provide a minimum thickness of 4 inches on properly compacted sub-grade. The sub-grade shall be hand raked, disked, or tilled appropriately to ensure water will percolate through the soil and avoid “hardpan” conditions. Topsoil shall be spread to minimize additional soil preparation or tillage. Sub-grade and topsoil shall be damp and frost-free.

Topsoil shall not be placed when sub-grade is frozen, excessively wet, extremely dry, excessively compacted, or in a condition detrimental to the proposed planting or grading. The Contractor shall provide a minimum of four inches topsoil at all excavations performed in vegetation areas. The

Contractor shall rake prior to sodding and/or seeding to level topsoil and eliminate all mounds/clods/ruts and rocks larger than a 3/8-inch diameter, and ensure positive drainage. All topsoil shall be environmentally "clean".

3.7.2.1.5. Grass. All grasses shall be established by sod or hydro seed methods. Hand/broadcast seeding is unauthorized. All grasses shall be provided on grounds graded for positive drainage. All grasses shall have 90% coverage prior to acceptance. The Contractor shall maintain the turf until accepted by the Government. The Contractor shall submit a written guarantee warranting a full stand of turf, to be in healthy condition, 120 calendar days from the date of acceptance; and the turf shall be reseeded (if required) within five (5) calendar days of notice by the CO, at no additional cost the

Government.

3.7.2.1.6. Tree Locations. The Contractor shall stake each tree location for approval prior to planting.

3.7.2.2. Irrigation Systems. Design analyses and pressure calculations verifying that the proposed irrigation system will provide the irrigation requirements as specified.

3.7.2.2.1. Existing Irrigation Systems. The Contractor shall test all existing irrigation systems within a worksite for operability and notify the Government in writing of all discrepancies. The

Contractor shall re-test the system, and repair all damage resulting from Contractor operations prior to the…