SOW BASE PAVEMENTS IDIQ DRAFT.pdf

JBSABASEPVMTSIDIQ JBSAPVMT

PROJECT TABLE OF CONTENTS Page 1 Aug 23, 2022

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15 SUMMARY OF WORK

01 14 00 11/15 WORK RESTRICTIONS

01 33 00 05/11 SUBMITTAL PROCEDURES

01 35 13.10 00 12/15 SPECIAL PROCEDURES-SURVEYING

01 35 13.20 00 11/15 SPECIAL PROJECT PROCEDURES- CAD

01 35 13.30 00 12/15 SPECIAL PROJECT PROCEDURES- GIS

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 35 05/18 ENVIRONMENTAL PROTECTION

01 42 00 11/14 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 02/10 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 78 00 08/11 CLOSEOUT SUBMITTALS

01 78 36.00 12/15 WARRANTY OF CONSTRUCTION

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 05/14 STRUCTURAL CAST-IN-PLACE CONCRETE

FORMING

03 15 00.00 10 05/14 CONCRETE ACCESSORIES

03 20 00.00 10 05/14 CONCRETE REINFORCING

03 30 00 05/14 CAST-IN-PLACE CONCRETE

03 30 00.00 10 05/14 CAST-IN-PLACE CONCRETE

03 30 53 05/14 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 31 01.00 10 05/14 CAST-IN-PLACE STRUCTURAL CONCRETE FOR

CIVIL WORKS

03 35 00.00 10 05/14 CONCRETE FINISHING

03 37 00 11/09 PREPLACED-AGGREGATE CONCRETE

03 37 13 02/18 SHOTCRETE

03 39 00.00 10 05/14 CONCRETE CURING

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 05 20 08/08 GEOSYNTHETIC DRAINAGE LAYER

31 05 21 08/08 GEOGRID SOIL REINFORCEMENT

31 11 00 08/08 CLEARING AND GRUBBING

31 23 00.00 20 02/11 EXCAVATION AND FILL

31 32 11 08/08 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 13.63 02/16 GILSONITE MODIFIED ASPHALT EMULSION

SEAL COATS

32 01 13.64 02/17 BITUMINOUS PAVEMENT LIQUID REJUVENATING

32 01 16.71 02/17 COLD MILLING ASPHALT PAVING

32 01 17.61 05/17 SEALING CRACKS IN ASPHALT PAVING

32 01 19 08/08 FIELD MOLDED SEALANTS FOR SEALING

JOINTS IN RIGID PAVEMENTS

32 01 19.61 04/06 RESEALING OF JOINTS IN RIGID PAVEMENT

32 01 29.61 05/17 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 01 29.62 08/08 CONCRETE PAVING RAISING

PROJECT TABLE OF CONTENTS Page 2

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 16.13 04/06 SAND-CLAY [BASE] [SUBBASE] COURSE

32 11 16.16 11/11 [BASE COURSE FOR RIGID] [AND SUBBASE

COURSE FOR FLEXIBLE] [SUBBASE COURSE

FOR PERVIOUS] PAVING

32 11 20 08/17 BASE COURSE FOR RIGID AND SUBBASES FOR

FLEXIBLE PAVING

32 11 23 08/17 AGGREGATE BASE COURSES

32 11 23.23 08/17 BASE COURSE DRAINAGE LAYERS

32 11 26.16 04/06 BITUMINOUS CONCRETE BASE COURSE

32 11 27 08/08 BITUMINOUS-STABILIZED BASE COURSE,

SUBBASE, OR SUBGRADE

32 11 29 11/09 LIME-[STABILIZED][MODIFIED] SUBGRADE

32 11 30 08/08 LIME TREATED SUBGRADE [LIME MODIFIED

SOILS]

32 11 33 08/08 CEMENT STABILIZED [BASE] [SUBBASE]

COURSE AT AIRFIELDS AND ROADS

32 11 34 08/08 PORTLAND CEMENT-STABILIZED BASE OR

SUBBASE COURSE

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 11/11 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 13 73 04/08 COMPRESSION JOINT SEALS FOR CONCRETE

PAVEMENTS

32 16 13 04/08 CONCRETE SIDEWALKS AND CURBS AND

GUTTERS

32 16 15 04/08 CONCRETE BLOCK PAVEMENTS

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16 PAVEMENT MARKINGS

32 31 13 11/16 CHAIN LINK FENCES AND GATES

32 31 13.53 04/08 HIGH-SECURITY CHAIN LINK FENCES AND

GATES

32 92 19 08/17 SEEDING

32 92 23 04/06 SODDING

32 93 00 08/17 EXTERIOR PLANTS

32 96 00 08/17 TRANSPLANTING EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 05 23 08/15 TRENCHLESS UTILITY INSTALLATION

33 05 23.13 11/13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 46 16 05/18 SUBDRAINAGE PIPING

33 71 01 07/06 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

SECTION 01 11 00 Page 1

PART 1 GENERAL

1.1 SUBMITTALS

SECTION 01 11 00

SUMMARY OF WORK

08/15

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval and for informational/record use only as part of the project file. Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G Contractor's Quality Control (QC) Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.1.1 Indefinite Delivery Indefinite Quantity

This is an Indefinite Delivery, Indefinite Quantity (IDIQ) contract for a broad range of work for real property maintenance, repairs, alterations and minor construction paving projects to include parking lots, streets, roadways, and driveways for military facilities on Joint Base San Antonio (JBSA), Texas.

1.2.1.2 Task Orders

Performance of service Task Orders (TOs) will be issued under the general contract to include, but not limited to, tasks such as landscaping, excavation, trenching, backfill, earthwork, cast-in-place concrete, rigid pavement, Hot-Mix Asphalt Cement (HMAC) pavement and demolition to maintain, repair, and alter paving facilities throughout Joint Base San Antonio.

1.2.1.3 Compliance

The Contractor shall identify and comply with all applicable Federal, State, and local statutes; Department of Defense (DoD)/Air Force Instructions (AFI), manuals, handbooks, regulations, guidance, and policy letters including but not limited to the most recent version of the Unified Facilities Guide Specifications (UFGS), and Design and Construction standards whether included, referenced or implied to complete and provide acceptable and fully functional facilities for the Federal Government at JBSA.

1.2.1.4 General Requirements

The general requirements and construction standards for the Basic Paving IDIQ contract are supplied. Specific requirements and technical specifications will be provided in each Task Order. It is the Contractor's responsibility to identify and comply with all applicable requirements.

SECTION 01 11 00 Page 2

All design and construction under this contract shall comply with the edition of the construction standards in effect on the date of task order award for the respective project and the UFGS, unless the Contractor is directed otherwise by the Government. Any exception must be approved in writing by the Government prior to construction start-up.

The Contractor shall maintain or have access to current issues of the above documents at local office for use during the term of this contract.

If there is a conflict between these standards and the UFGS, the most stringent requirements shall apply, unless specifically requested otherwise in writing to the Government. The Contractor shall follow and abide by, but not limited to, the Unified Facility Criteria (UFC) as referenced or applicable, and referenced industry standards. The reference website for UFGS and UFC documents is www.wbdg.org.

The contractor shall provide sufficient technical support, supervision and project management to ensure acceptable quality and completeness of awarded TOs. Contractor shall provide flexibility of staff and subcontractor pools to handle rapid increases in work volume, or multiple concurrent "active" projects, and execute TOs in accordance with specifications within contract timelines.

Special consideration exists throughout JBSA and include, but are not limited to: obtain access passes, escorts, radio and phone usage restrictions, requirements for security escorts, controlled vehicle and personnel entry restrictions, and photographic equipment restrictions.

1.2.1.5 Specifications

The Paving IDIQ specifications are broad in scope and contain a variety of items. It is not possible to create a comprehensive specification capable of addressing every condition to be encountered. Consequently, the Task Order specifications are intended to indicate the quality of materials and workmanship to be provided to the Government. In the event that a specific line item description conflicts with the provided specifications, the selection of or approval does not waive the specific provision for subsequent TOs.

1.2.2 Location

Projects pertain to real property across JBSA to include locations at:

Lackland AFB, Randolph AFB, Seguin Auxiliary Field, Medina Annex, San Antonio Port Annex, Kelly Field Annex, Medical Center Annex, Fort Sam Houston and Camp Bullis.

1.2.3 Work Elements

The work is required in support of the Base Civil Engineer. The contractor shall be required to furnish all labor, materials, equipment, and personnel necessary to develop workplans (where required), estimate, manage, procure and accomplish the individual TOs awarded under this contract. The individual TO's shall be described with drawings at various levels of completeness and the contractor may be required to finalize, sketches, and standards. Information included in this section (00 11 00 SUMMARY OF WORK), and in the accompanying specifications, shall also apply to individual TOs.

The contractor shall furnish all labor, material, personnel, equipment http://www.wbdg.org/

SECTION 01 11 00 Page 3 tools, supervision, inspection/quality control, and other items and services necessary to manage, and accomplish paving requirements.

Paving maintenance will include a broad range of repair, alteration, and/or new construction work on real property incidental to paving projects. The contract work elements include, but are not limited to, the below listed items/tasks:

1.2.3.1 Paving and Concrete

1. Demolish asphalt up to and including 4 inches thick

2. Demolish asphalt greater than 4 inches thick

3. Demolish concrete up to and including 4 inches thick

4. Demolish concrete greater than 4 inches up to and including 12 inches thick (CY)

5. Demolish concrete greater than 12 inches thick (CY)

6. Demolish Crushed-Graded Aggregate up to 12 inches thick (CY)

7. Cold mill asphalt pavement per 2" depth (SY)

8. 6" Cement Stabilize Subgrade, Min 3% by weight (SY)

9. 6" Cement Stabilize flexible base course, Min 6% by weight (SY)

10. 6" Lime Stabilize Subgrade, Min 6% by weight (SY)

11. Crushed-Graded Aggregate TxDOT A2 Flex Base, includes compaction and compaction test (Ton)

12. Flowable Fill, Low strength (less than 500 psi) (CY)

13. Flowable Fill, High strength (500 to 1000 psi) (CY)

14. Non-reinforced concrete backfill (3,000 psi) (CY)

15. Thick wire reinforced concrete sidewalk up to 4" thick (SF)

16. Reinforced concrete service drive up to 6" thick (SF)

17. Reinforced concrete curb (LF)

18. Reinforced concrete curb and gutter (LF)

19. Miscellaneous concrete, In-place complete, including reinforcing, formwork and finishing (CY)

20. High Early strength Concrete (CY)

21. 650 Flex Concrete (CY)

22. Saw Cut, slabs up to 1 inch wide (LF)

23. Asphalt repair up to and including 4 inches thick

24. Asphalt repair greater than 4 inches thick

25. Concrete repair up to and including 4 inches thick at 1 foot wide (CY)

26. Concrete repair greater than 4 inches up to and including 12 inches thick at 1 foot wide (CY)

27. HMAC, TxDOT Type B, 0-50 Tons (Ton)

28. HMAC, TxDOT Type B, 50-500 Tons (Ton)

29. HMAC, TxDOT Type B, 500 & Greater Tons (Ton)

30. HMAC, TxDOT Type D, 0-50 Tons (Ton)

31. HMAC, TxDOT Type D, 50-500 Tons (Ton)

32. HMAC, TxDOT Type D, 500 & Greater Tons (Ton)

33. HMAC, Marshal Mix, 50 blows of the hammer (Ton)

34. HMAC, Marshal Mix, 75 blows of the hammer (Ton)

35. Bituminous Prime Coat (SY)

36. Bituminous Tack Coat (SY)

37. Asphalt Slurry Seal (fog or chip) (SY)

38. Asphalt Seal Coat (SY)

39. Adjust Manhole Elevation

40. Adjust valve box elevation

41. Retaining walls, min 24" high, 6" wide (reinforced) (LF)

42. Concrete block pavements including bedding and jointing sand (SY)

43. Playground protective surfacing, resilient rubber surface, black, 4" thick, set in place (SF)

SECTION 01 11 00 Page 4

44. Playground protective surfacing, resilient rubber surface, colors, 2" thick, poured in place (SF)

45. Running track surfacing, asphalt, 2-1/2", includes base (SY)

46. Running track surfacing, latex rubber system, black ½' (SY)

47. Running track surfacing, asphalt, latex rubber system, colors

½'(SY)

48. Running track surfacing, color coating, surface, urethane rubber system, ½',(SY)

49. Tennis court surfacing, asphalt, one court, 2 ½", incl base (SY)

50. Tennis court surfacing, asphalt, two courts, 2 ½", incl base (SY)

51. Tennis court surfacing, clay court, includes base (SY)

52. Tennis court surfacing, rubber acrylic base, resilient pavement, includes base (SY)

53. Tennis court surfacing, colored sealing, acrylic emulsion, 3 coats

1.2.3.2 Miscellaneous metal and concrete items

1. Steel bollards, complete installation, fixed and removable (various sizes) (EA)

2. Install Handicap ramps, (EA)

3. Install Steel hand rails, guard rails (LF)

4. Concrete wheel stops (EA)

5. Concrete stairs (CY)

6. Install brick pavers, including sand bedding and sealer (SF)

7. Replace chain link fence (LF)

8. Repair chain link fence (LF)

9. Repair of Ornamental fence (LF)

1.2.3.3 Earthwork

1. Clearing and Grubbing (SY)

2. Excavation including spreading within site (CY)

3. Trench excavation including backfill and compaction (CY)

4. Grading up to and including 12 inches deep (CY)

5. Compaction of soil or base (SY)

6. Select granular fill (CY)

7. Geogrid for base or embankment reinforcement (SY)

8. Establish grass using sod (SY)

9. Select Satisfactory Fill, embedment, soil (CY)

10. Topsoil, clear of rocks over 3/4" diameter (CY)

11. Sod (SY)

12. Seed, includes temporary erosion control mat (SY)

13. Hydromulch, includes temporary erosion control mat (SY)

14. Light Permanent Erosion Control Mat) (SY)

15. Heavy Permanent Erosion Control Mat (SY)

16. Excavate, load, haul and dispose of concrete rubble (CY)

17. Excavate, load, haul and dispose of soil (CY)

18. Excavate, load, haul and dispose of base (CY)

19. Excavate, load, haul and dispose of milled (CY)

20. Silt fence, min 3' high, installation and removal (LF)

21. Crushed stone, entrance/exit to site (Tons)

22. Hay bale dikes (EA)

23. Inlet, tree protection (EA)

24. Concrete wash-out pits (EA)

25. NPDES Plan and documentation (EA)

26. Debris removal in storm water pipes, inlets, outlets and ditches

(LF)

SECTION 01 11 00 Page 5

1.2.3.4 Testing

1. Drilling Core Sampling In-Place Concrete Material (EA)

2. Drilling Core Sampling In-Place Asphalt Material (EA)

3. Drilling Core Sampling In-Place Soil Material (EA)

4. Test: In-Place Compaction (EA)

5. Test: Lead paint T-Clip (EA)

6. Fire hydrant test after relocation (pressure test and potable water test) (EA)

1.2.3.5 Survey

1. Elevations survey and drawing (SY)

2. Paint survey and drawings (position in relation to survey markers, thicken of paint, line size, position in relation to neighboring line, lead test results if applicable) (SY)

3. Existing Utility locations survey, report and drawings (SY)

4. Layout of new paint lines (various widths) (LF)

1.2.3.6 Utilities

1. Demolish storm water utility (pipe, headwall, wing wall, apron, ring, collar, lid, top, grate, collar, drain, extension, inlet or outlet) (do not abandon in place) (LF)

2. Repair/replace storm water utility (LF)

3. New install storm water utility (LF)

4. 18" RCP, Class IV (all other pavements and soils) (LF)

5. 24" RCP, Class IV (all other pavements and soils) (LF)

6. 30" RCP, Class IV (all other pavements and soils) (LF)

7. 36" RCP, Class IV (all other pavements and soils) (LF)

8. 48" RCP, Class IV (all other pavements and soils) (LF)

9. 60" RCP, Class IV (all other pavements and soils) (LF)

10. 72" RCP, Class IV (all other pavements and soils) (LF)

11. 2' x 2' x 3.5' deep Surface Inlet with grate (EA)

12. 3' x 3' x 3.5' deep Surface Inlet with grate (EA)

13. 4' x 4' x 4' deep Surface Inlet with grate (EA)

14. Manhole Ring and Cover/Grates (EA)

15. 4' x 4' x 1' Junction Box Extension (EA)

16. 5' x 5' x 5' Junction Box with Extension (EA)

17. 6' x 6' x 6' Junction Box with Extension (EA)

18. Cast-in-place headwall for 18" pipe 6" thick (EA)

19. Cast-in-place headwall for 24" pipe 6" thick (EA)

20. Cast-in-place headwall for 36" pipe 6" thick (EA)

21. Prefabricated headwall for 18" pipe 6" thick (EA)

22. Prefabricated headwall for 24" pipe 6" thick (EA)

23. Prefabricated headwall for 36" pipe 6" thick (EA)

24. Sidewalk drain boxes (LF)

25. Junction Box Top (EA)

26. French Drain (LF)

27. Decrease for HDPE (LF)

28. Decrease for CMP (LF)

29. Grate Inlet Top and Inlet (EA)

30. Relocate Existing Fire Hydrant and reconnect piping (EA)

31. Demolish fire hydrant piping (do not abandon in place) (LF)

32. New fire hydrant (EA)

33. Water piping associate with relocation fire existing fire hydrant (LF)

34. Waterline tie-ins to existing (EA)

SECTION 01 11 00 Page 6

35. Hot Tap Water tie-ins to existing (EA)

36. Thrust blocks (EA)

37. Cast iron valve box with PVC riser (EA)

38. Meter or control valve box (EA)

39. Restraining Collar (EA)

40. Piping 1/2" Sch 40 PVC, solvent weld (LF)

41. Piping 3/4" Sch 40 PVC, solvent weld (LF)

42. Piping 1" Sch 40 PVC, solvent weld (LF)

43. Piping 1-1/2" Sch 40 PVC, solvent weld (LF)

44. Pop-up sprinkler heads (EA)

45. Clean out storm drains and ditches (remove debris) (SY)

1.2.3.7 Pavement Markings and paint removal

1. Water Blasting Removal of Paint include lead free hazardous material disposal 85% (LF)

2. Sand Blasting Removal of Paint include lead free hazardous material disposal 85% (LF)Sand Blasting Removal of Paint

3. Mechanical Removal of Paint include lead free hazardous material disposal 85% (LF)

4. Chemical Removal of Paint include lead free hazardous material disposal 85% (LF)

5. Pavement Markings, Non-reflective Paint (various widths) (LF)

6. Pavement Markings, Retroreflective (various widths) (LF)

7. Lettering and symbols, reflective and non-reflective paint (SF)

8. Lettering, reflective paint removal include lead free hazardous material disposal (SF)

9. Delineators, reflective and non-reflective (EA)

10. Paint Beading (LF)

11. Lead disposal (LF)

12. Removal of Retroreflective markings, (various widths) (LF)

13. 100% paint removal

14. Tennis court surfacing, paint markings on asphalt, 2 coats

1.2.3.8 Electrical

1. Relocate or repair underground electrical conduit (LF)

2. Repair/replace underground electrical service (LF)

2. Remove and reinstall light bases (EA)

1.3 OCCUPANCY OF PREMISES

Building(s) will generally be occupied during performance of work under this Contract. It is the Contractor's responsibility to provide and maintain access to/from occupied buildings throughout the duration of construction task orders.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local

SECTION 01 11 00 Page 7 utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 5miles of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

1.6 CONTRACT ADMINISTRATION

1.6.1 Definitions

Contracting Officer (CO)

Government official authorized to enter into, make changes to, or terminate contracts on behalf of the US Government. COs are responsible for ensuring performance of all necessary requirements of the contract, ensure compliance with the terms of the contract, and safeguard the interests of the US Government in its contractual relationships. Only the CO is authorized to make changes to the contract or any issued TO. No other Government or non-Government official may alter this contract or any TO issued in accordance with (IAW) the basic contract terms and conditions. The Contractor shall report any attempts to alter this contract or any TO to the CO. In the event the Contractor acts on changes at the direction of any person other than the CO, the change will be considered to have been made without authority. No adjustments will be made in the contract price to cover any increase in costs incurred as a result.

Contracting Officer Representative (COR)

The Government will evaluate the Contractor's performance in writing by the appointed COR(s) that monitor performance to ensure services are received. The Government representative will evaluate the Contractor's performance through on-site inspections of the Contractor's quality control program and receipt of complaints from base personnel. The COR is not authorized to enter into any agreements, obligate the Government or direct any changes to the

SECTION 01 11 00 Page 8 contract.

Government Project Manager (PM)

Government Official usually acts as the COR, evaluates Contractor's performance through on-site inspections to ensure receipt of goods and services. Reports substandard work, materials, practices, or other issues to CO and CM. Acts as the conduit to process change requests, approve submittals, etc. and serves as the CO's technical advisor. The PM is not authorized to enter into any agreements, obligate the Government or direct any changes to the contract.

1.6.2 Contractor Personnel Responsibilities

1.6.2.1 Contract Manager (CM)

The Contractor shall provide a Contract Manager (CM) who shall be responsible for the performance of the work. The name of this person and an alternate, who shall act on behalf of the Contractor when the manager is absent, shall be designated in writing to the Contracting Officer (CO) to include emergency contact information. The CO shall be notified in writing by the CM of any future changes to the names of the designated person(s).

The CM shall be responsible for the overall management of all tasks performed under this contract and shall be the primary point of contact for contractual issues. The contract manager shall be assigned by the contractor upon award of the contract. The CM shall be responsible for ensuring effective systems are developed to meet the objectives of the required tasks. The contract manager shall also ensure quality work is completed on schedule and within the allocated budget.

The CM shall have full authority to act on behalf of the Contractor on all contractual matters relating to the daily operation of this contract. The contract manager and/or alternate shall be available during normal duty hours, within one workday, to meet with Government personnel to discuss problem areas and shall be able to read, write, speak and understand English.

The CM must have a minimum of 5 years previous experience as primary manager of an IDIQ contract or general contracting firm engaged in similar construction projects. The CM must also possess minimum of 5 years' experience managing subcontractors.

1.6.2.2 Quality Control Manager (QCM)

The contractor shall provide quality control management to ensure full compliance with the development of the Contractor's Quality Control (QC) Plan. The contractor's QCM shall be responsible for execution of the contractor's overall QCP and verification that the work and materials in place and stored on site are in accordance with the approved construction drawings, shop drawings and material submittals. The contractor's QCP shall address the submittal requirements for daily field noted recording activities at each project site, preparation and coordination of material submittal sheets and shop drawing submittals, preparation of quality control reports, and attend all pre-final and final inspections, and schedule and coordinate testing procedures. QCM shall have a minimum of

SECTION 01 11 00 Page 9 five years' experience in Quality Control Management of construction projects.

The QCM shall have a minimum of five years' experience in Quality Control Management of similar construction projects. The contractor agrees to utilize only experienced, responsible and capable people in the performance of work. The CO may require the Contractor to remove from the government job: employees who endanger persons or property, whose continued employment under this contract is inconsistent with the interest of military security, or who are determined by the CO or COR as being incapable of rendering the services IAW this SOW, to include the QCM.

The QCM shall ensure that provisions of the Contractor Quality Control Plan (ref Section 01 45 00.00 20 CONTRACTOR QUALITY CONTROL) are enforced and adhered to.

The QCM must detail in their Quality Control Plan (QCP) the procedures to be used for effective management of subcontractors. Specific written methods for implementing these procedures must be provided in their QCP.

Contractor shall provide proposed methods for minimizing delays from subcontractors.

1.6.3 Contractor's Technical Responsibility

Neither the Government's review, approval or acceptance of, nor payment for, the services required under this contract shall be construed to operate as a waiver of any rights under this contract or of any cause of action arising out of the performance of this contract.

The Contractor shall remain liable to the Government in accordance with applicable law for damages to the Government caused by the Contractor's performance of any of the services furnished under this contract.

The Contractor shall be responsible for the quality, technical accuracy, and coordination of all workplans, field control, drawings, details and other services and equipment for a full and functional product as required by the project documents. If the TO requires testing, or calculations, the contractor shall submit all items, to include applicable testing specifications, and gain approval prior to start of construction activities.

1.6.4 Construction and Performance Requirements

Throughout the life of this contract, whenever there are active TOs, the Contractor shall be available during normal business hours to meet with the CO or his/her representative, at a location specified, within twenty-four (24) hours after notification by telephone. The Contractor shall attend all bi-weekly status meetings, site visits and final inspections.

The normal business hours are from 7:30 a.m. to 4:30 p.m., Monday through Friday, excluding holidays. Access to work sites will be restricted to these hours and days, unless approved otherwise by the Contracting Officer.

The contractor shall maintain a copy of the latest codes during the terms of the contract. This copy must be current and reflect all revisions.

Reference the Whole Building Design Guide website: www.wbdg.org for copies of the latest Unified Facilities Criteria, Air Force Instructions, Environmental Protection Agency Criteria and Federal Mandates.

http://www.wbdg.org/

SECTION 01 11 00 Page 10

If there is a conflict between these codes, regulations and Technical Specifications, the most stringent requirements shall apply unless specifically requested in writing by the Government.

All work performed for or on JBSA requires a state or local license or registration for that trade. The work shall be accomplished by or under the direct supervision or direction of said licensed or registered person.

All sub-contractors performing work on JBSA shall be in compliance with the TX Occupations Code. All licenses and permits shall be current and present. All personnel working on specialty items requiring specific licensing by other regulatory bodies such as the Texas Commission on Environmental Quality (TCEQ) shall have and maintain current licenses.

All licenses and permits shall be available for review at any time by the CE Project Manager, Inspector, and Contracting Officer.

The contractor is responsible for supervision and inspection of the worked performed. All work shall be performed in accordance with contract terms and specifications. Inspection/surveillance/acceptance by the Government in no way relieves the contractor of responsibility for fraud in misrepresenting either the quality or quantity of work provided and certified as complete by the contractor, nor from accomplishing the full scope of work under each TO.

1.6.5 TO Management

The contractor shall implement the full range of construction activities as specified in each TO and in accordance with all applicable compliance documents. The contractor shall supply all labor, equipment, and materials necessary to accomplish the work assigned unless otherwise specified in each TO. The contractor shall perform management and planning functions, including performance measurement and fund status reporting, through the course of this contract.

1.6.5.1 Detailed Work Schedule

The contractor shall maintain a detailed working schedule that facilitates management of the project work and provides capability for early identification of potential schedule impacts. The schedule shall include negotiated baseline dates and current schedule projections. The schedule shall be maintained and updated at least monthly to accurately reflect program progress and provide realistic projections. The contractor shall provide schedule updates at either a detailed or summary level as requested by the CO or Project Manager (PM). Additionally, schedule updates reflecting actual schedule progress shall be submitted on an AF IMT 3065 form or as approved by the CO. Specific schedule and report requirements are specified in Section 01 32 01.00 10 Project Schedule and will be identified in each TO.

1.6.5.2 TO Periods of Performance

The period of performance will be stated on each individual TO.

1.6.5.3 Pre-Award/Post-Award Site Visits

The contractor shall perform a site visit and/or attend a pre-proposal conference, a post-award conference, pre-performance conference, or pre-construction conference as specified in the TO. The contractor shall also attend and/or support meetings and teleconferences to discuss

SECTION 01 11 00 Page 11 technical or regulatory issues and forecast progress and statuses. The purpose of the meetings shall include, but are not limited to, contract discussions, progress reviews, planning, design reviews, construction reviews, project status, and the general exchange of information concerning current and future activities. The contractor shall prepare briefings with all applicable material and submit minutes for all meetings attended.

1.6.5.4 Critical Issue Notification

The contractor shall notify the CO and PM of critical issues that may affect the contract performance, human health or the environment. The types of issues requiring notification include, but are not limited to, health risks, spills, improper utility location, differing site conditions, changes in critical personnel, and identification of hazardous materials, e.g. asbestos.

1.6.5.5 Permits

The contractor shall develop, coordinate, and assist in applying for and obtaining all, federal, state, local, and other applicable permits, access (including off-base easements and leases), agreements, licenses, and certifications required to perform and complete each TO. The Contractor shall maintain a library of these documents at the contractor's site office on base as well as the corporate facility handling each TO. The Contractor shall comply with all applicable permit conditions.

1.6.5.6 Remote Locations

The Contractor shall perform work as specified per TO at remote locations. The Contractor shall be responsible for all personnel, supplies, equipment, materials, and infrastructure (including, but not limited to, potable water, utility systems, housing, dining, transportation, and medical care) when no facilities or services are available.

1.6.5.7 Work Site Coordination

The Contractor shall coordinate work site activities to ensure the protection of human health and the environment; prevent damage to property, utilities, materials, supplies, and equipment; and avoid work interruptions.

1.7 TASK ORDER (TO) PROCEEDURES

1.7.1 TO Request For Proposal (RFP)

A RFP will be issued to the CM by the CO as needed. The TO RFP may not have traditional plans and specifications but will include as a minimum a SECTION 00 11 00 SUMMARY OF WORK or objectives, to include a list of major work elements and/or sketches that define the project. All attachments to the TO RFP, if applicable, will be considered a part of the project scope of work.

If the CO directs a site visit, the CM, 502d CES representative and CO's representative shall attend. The site visit shall clarify the scope of the requirement, verify existing conditions and obtain measurements or information necessary to develop a complete and accurate TO proposal. The

SECTION 01 11 00 Page 12 scope validation/site visit discussions will include but not limited to the following:

a. Special time requirements for completion, phasing requirements, or liquidated damages

b. Site access

c. Methods and alternatives for accomplishing the work

d. Definition and refinement of requirements

e. Any addition requirements for Contractor proposal

f. Detailed scope of work

1.7.2 Contractor's Proposal

The contractor shall submit the TO proposal to the issuing office within the period stated in the TO RFP which shall minimally consist of:

1.7.2.1 Technical Proposal

Concept sketches or drawings for proposed methods, performance schedule of construction, proposed technical approach/solution, list of required work elements, management approach, key personnel and/or subcontractors, catalogs, and/or other material submittals.

1.7.2.2 Unit Price Book (UPB)

A detailed price proposal for the construction cost in the required format. TO's issued under this contract will be based on a Unit (Line) Item Price book, see section 1.16 Cost Proposals and Cost Estimates for additional details. Contractor shall provide a bid guarantee for each separate TO.

Cost Estimating Requirements:

The Contractor shall submit estimate in format as stated on the Request for Proposal and will be hard copy, electronic or both.

1.7.3 Negotiations

Negotiations shall consist of meetings between the Government and Contractor personnel to reach an agreement on the specific conditions, performance times, and cost of a task order or the basic contract.

Generally includes the CO, PM, and CM. The negotiation process shall consist of at least the following:

The CO will notify the CM and schedule negotiations. The CM shall be available to negotiate within two (2) business days of notification.

The CO will negotiate, on a line-item by line-item basis, with input from PM, a firm fixed price for the TO. The negotiations will establish the appropriate line-items for the TO and quantities for each line-item. Unit prices will not be discussed. The Contractor shall be prepared to provide quantity calculations justifying the material quantities contained in the

SECTION 01 11 00 Page 13 proposal.

For each TO, the Government will develop its own Independent Government Estimate (IGE). During negotiations, should either party (the Contractor or the Government) refuse to agree on the appropriateness of the other's line-item(s) and adjust their estimate accordingly, negotiations shall cease without award or cost to the Government.

At the conclusion of line item cost negotiations, the CO will negotiate a reasonable and expeditious performance period based upon input from the government Project Manager (PM), the Contractor's proposed critical path timeline, and daily output data. Provisions for assessing liquidated damages (LD) will be determined on each individual TO by the CO.

1.8 DEMONSTRATION PROJECT

The accompanying demonstration project is intended to represent some of the known requirements and will be used to evaluate the application of the Contractor's Unit Price Book proposal. The demonstration project is NOT an actual project that will be awarded as a TO under this contract.

1.9 ESTIMATION OF PROJECTS IN ADVANCE OF FUNDING

During the course of this IDIQ contract, the Contractor shall, if required, estimate and negotiate projects in advance of funding for individual TOs. These projects may not have available funding and there is no guarantee funds will become available for the award of the project.

No separate compensation for any pre-order costs including proposal preparation and attendance during negotiations or site visits will be due to the Contractor for projects negotiated where funding was not provided.

1.10 FISCAL YEAR-END PROCEDURES

The Contractor may be given a list of projects the base reasonably expects to receive funding. The list may be revised for both additions and deletions based on the Government's requirements. These projects will be estimated and negotiations completed. The Government will incur no obligation until such time as funding becomes available and a TO is executed for the project. The negotiated total quantities shall remain binding until funding becomes available. Projects that are funded and awarded after the exercise of an option will be re-priced (not renegotiated.)

1.11 PERFORMANCE EVALUATIONS

At the conclusion of each TO or other times as determined appropriate by the CO, the contractor's performance evaluation will be made through the Contractor Performance Assessment Reporting System (CPARS). The evaluation will take into account all aspects of the contractor's performance. The contractor will be provided an opportunity to review and comment to the government evaluation result through the CPARS.

1.12 FINAL PAYMENT

Final payment for each TO will be withheld until all discrepancies are corrected. Payment up to ninety percent (90%) will be made for performance and ten percent (10%) will be withheld pending receipt of all

SECTION 01 11 00 Page 14 required closeout submittals, such as but not limited to, warranty data, approved as-built drawings, DD Form 1354, etc.

1.13 PROJECT CLOSEOUT

The CO will require the following information (as applicable) for record and operation purposes. The Contractor shall submit the following within thirty (30) days of the final inspection:

Final Invoice Release of Claims Final Certified Payrolls As-Built Drawings

The Contractor shall maintain one (1) set of red line drawings at the work site and record all changes and any hidden or subsurface data discovered during construction. The Contractor shall provide a marked up red-line copy with all changes that transpired during performance of the TO to the CO prior to the final inspection. The Contractor shall submit completed record drawings and survey information in accordance with specification 01 35 13.20 00 SPECIAL PROJECT PROCEDURES- CAD of this contract.

The Contractor shall submit other as specified by the contract documents, the individual TO or in the contract specifications.

1.14 DD FORM 1354 TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY

The Contractor shall submit a completed DD Form 1354 (Transfer and acceptance of DoD Real Property) for all new construction or for repair as directed. An interim 1354 shall submitted at 65% project completion, the Interim/Final is required to be signature ready at final inspection. The project will NOT be considered complete until this requirement is fulfilled.

The DD Form 1354 is an iterative process document requires continual commmunications and updates until ready for signature. The contractor is required to provide the category quantities and costs with supporting documentation such as invoice or signed memo by the contractor that the cost reflect the actual costs.

1.15 WARRANTY

The Contractor shall provide a minimum one (1) year warranty on all work performed under this contract. The government PM will notify the CM of warranty issues. After initial notification of a potential warranty problem by the PM, the CM shall investigate the issue and respond within forty-eight (48) hours for routine warranty calls or within two (2) hours for emergency calls. If the CM believes the issue is not warranty related, he shall request a fact finding visit with the CO and the PM. If the fact finding meeting determines the issue is warranty related, the Contractor shall initiate corrective action within forty-eight (48) hours for routine calls or within twenty-four (24) hours for emergency calls.

Corrective action shall include making temporary repairs, as necessary, until more permanent repairs can be made or replacement parts ordered.

Warranty repairs shall be completed to the satisfaction of the CO IAW the applicable specifications within seven (7) calendar days of receiving materials for routine calls and within forty-eight (48) hours of receiving materials for emergency calls, or as determined by the CO.

SECTION 01 11 00 Page 15

The Contractor shall be responsible for ensuring subcontractors fulfill warranty requirements on their work. The Contractor shall submit manufacturer warranties for each individual TO to the CO with an AF Form 3000 prior to close-out.

1.16 COST PROPOSALS AND COST ESTIMATES

1.16.1 Unit Price Book

This IDIQ contract shall utilize a Unit Price Book (UPB), also referred to as a Line Item Price Book in the form of an e4Clicks dataset. The PAVING IDIQ is broad in scope, nature and contains a variety of items. It is not possible to create a comprehensive UPB to address every encountered condition. Therefore, the UPB is intended to indicate the individual line items or assemblies needed to perform under this contract. In the event a specific line item description is not in the UPB, cost justification is made in accordance with section 1.16.2 Non-Priced Line Items, of this document.

Once all applicable UPB line items are determined they will be listed with any Non-Pre-priced items (NPI) and multiplied by quantities to be installed. Task Order cost proposals shall be prepared with overhead, profit, taxes, bonding, and selected coefficient cost adjustment factors negotiated prior to contract award. The cost proposals shall be broken down by bare cost for the divisions of work and mark ups as separate added cost items at the end of the cost estimate.

1.16.1.1 Units Per Line Item

For the purpose of Price Evaluation of offers for this IDIQ contract, the contractor's proposal for the contract line items are based on a unit of 1 per line item. The proposal of the successful contractor shall become, in effect, the UPB for the contract to be used with individual TOS.

1.16.1.2 Demonstration Project

The accompanying demonstration project is intended to represent some of the known requirements and will be used to evaluate application of the contractor's Unit Price Book proposal. The demonstration project is not an actual project that will be awarded as a TO under this contract.

1.16.1.3 Non-Priced Line Items (NPI)

During the proposal for this IDIQ Contract, the contractor will price all line items and will not introduce additional items. After award, additional line items, Non-Priced Line Items (NPI), Items may be added via the submittal process and as approved by the CO to account for changes in code requirements, changes in material availability, or technology changes. These additions would apply to subsequent TOs if approved.

1.16.1.4 Estimating Data Base

During the base contract proposal process the government will provide the UPB to the contractor in an Excel file format. Once the contract is awarded, the successful UPB will be converted to an e4Clicks database and supplied to the Contractor, with 1 license OR direction to purchase the software. The contractor will be responsible to purchase for additional licenses if they deem necessary.

SECTION 01 11 00 Page 16

1.16.2 Non-Priced Line Items (NPI)

If the contractor's TO proposal includes any non-priced items, the burden of justification for the dollar value of the NPI falls on the Contractor, who must provide documentation from three (3) independent sources of the actual installed cost of the item. The following documentation shall be provided with contractor's proposal:

a. A minimum of three (3) independent written price quotes which shall include; material(s) description with unit price and installation cost.

b. The price quotes must be submitted on the contractor's letterhead and be signed by the owner or authorized representative of the company.

The total dollar amount of any NPI for an individual TO cannot exceed 25% of the total cost of the TO unless a waiver is obtained from the CO. No TO will be issued when the total amount of all NPI exceeds 25% of the total estimated cost of a specific TO. The contractor shall track the total NPI dollar percentage for each TO and shall clearly indicate the percentage on each new TO or modification proposal.

NPI are priced for the local market and therefore are not adjusted by the local city cost index.

With the exception of emergency situations involving danger to life or extensive property damage, the total dollar amount of any NPI for an individual TO cannot exceed 25% of the total cost of the TO unless the Contracting Officer issues a waiver.

With CO approval, a TO may be issued when the total amount of all NPI is equal up to 100% of the total estimated cost of a specific TO where life, extensive property damage, ot damage to national security is likely.

NPI of work shall not be construed to include elements of work which are not separately priced but are incidental to or are customarily required for performance of a priced item of work.

1.17 EXISTING RECORD AND AS-BUILT DRAWINGS

The Government does not guarantee the availability, accuracy, or adequacy of existing record drawings. It is the Contractor's responsibility to verify all existing conditions prior to starting work on each TO.

During the progress of the job, the Contractor shall keep a marked up set of "Red Line" drawings which will be submitted as part of the project close-out when submitting As-Built drawings.

The final, accepted drawings shall be stamped "As-Builts" or "Record Drawings" along with the submission of the electronic CAD data files as required by specification section 01 35 13.20 00 SPECIAL PROJECT

PROCEDURES-CAD.

SECTION 01 11 00 Page 17

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 14 00 Page 1

1.1 REFERENCES

SECTION 01 14 00

WORK RESTRICTIONS

11/15

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. AIR FORCE (USAF)

AFI 40-201 (Incorporating Change 1, 17 December 2015)

Radioactive Materials (RAM) Management

AFI 48-148 (20 November 2014) Ionizing Radiation Protection

1.2 SUBMITTALS

approval and for informational/record use only as part of the project list of Contract Personnel; G

Installation Access

1.3 SPECIAL SCHEDULING REQUIREMENTS

All medical and mission critical areas, to include the airfield, will remain in operation during the entire construction period. The contractor shall conduct his operations as to cause the least possible interference with normal operations of the activity.

Permission to interrupt an active roads, railroads, airfield pavements, and/or utility service must be requested in writing a minimum of 30 days prior to the desired date of interruption.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter restricted areas unless required to do so and cleared for such entry. Mark all Contractor equipment for identification

SECTION 01 14 00 Page 2

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contract personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency, As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 Installation Access

Non DOD persons (Contractors, vendors, etc) requiring entry to JBSA installations shall be sponsored by an authorized DBIDS registered DOD ID card holder.

Sponsors must notify the Security Forces Visitor Control Center for the installation that access is required no later than 10 days prior to the requested entry date. Sponsors or Authorizing Official must request the permit in writing or via e-mail from a .mil address to the Visitor Control Center. An Application for the Installation Access Credential form will be submitted by the Sponsor or Official to the Pass and Registration Office.

Contractor and vendor companies requiring access to Joint Base San Antonio shall provide the credential information for their employees to the sponsor in order to process the access.

All construction contractor employees shall have:

a. One form of picture identification

b. Provide personal (full name, date of birth, home address, and driver license number) and vehicle information.

c. A memorandum from the construction company on company letterhead stating the reason for entry, contract number, project start and end date, and the location at the JBSA installation where the jobsite is located.

1.4.1.3…