A.07.24.01_Revised_Spect_Section_01_10_00.pdf

KANDAHAR AAF AVIATION ENHANCEMENT KANDAHAR

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00

SUMMARY OF WORK (SOW)

PART 1 GENERAL

1.1 SUMMARY OF WORK

1.1.1 OPTION WORK

1.1.2 General

1.2 APPENDICES

1.3 PROJECT LOCATION AND BOUNDARIES

1.3.1 Contractor Access

1.4 COORDINATION WITH OTHERS

1.5 UNEXPLODED ORDNANCE (UXO)

PART 2 GENERAL WORK ITEMS

2.1 MOBILIZATION AND DEMOBILIZATION

2.1.1 Batch Plant

2.2 SECURITY AND SITE ACCESS

2.3 SITE SURVEY AND SITE INVESTIGATION

2.4 ARCHITECTURAL AND ENGINEERING DESIGN

2.4.1 Ductless Heat Pumps Modification

2.4.2 Unit Heaters Modification

2.4.3 Geotechnical Investigation and Analysis

2.4.3.1 Foundation Design for Standard Design Facilities

2.4.4 Specifications

2.4.4.1 Division 01 Specifications

2.4.4.2 Contractor Developed and Provided Technical Specifications

2.4.4.3 Standard Design Facilities Technical Specifications

2.5 LSA 1 AS-BUILT DRAWINGS

PART 3 SITE IMPROVEMENT AND DEVELOPMENT

3.1 LSA 1 DEMOLITION

3.2 LSA 1 GRADING AND DRAINAGE

3.3 LSA 1 SIDEWALKS

3.4 LSA 1 WATER DISTRIBUTION SYSTEM

3.5 LSA 1 WASTEWATER COLLECTION SYSTEM

3.6 LSA 1 POWER CONNECTION AND ELECTRICAL DISTRIBUTION SYSTEM

PART 4 FACILITIES

4.1 SPECIAL REQUIREMENTS FOR FACILITIES

4.1.1 Facility Locations

4.1.2 Life Safety

4.1.3 Special Toilet Requirement

4.1.4 Refrigerant

4.2 NCO BARRACKS(B04)

4.3 FURNISHED FURNITURE AND EQUIPMENT(FFE) PACKAGE-1

PART 5 OPTION LSA 2 - OPTION WORK GROUP 1

SECTION 01 10 00 Page 1

5.1 OPTION LSA 2 ADDITIONAL MOBILIZATION AND DEMOBILIZATION

5.2 OPTION LSA 2 ADDITIONAL SECURITY

5.3 OPTION LSA 2 AS-BUILTS

5.4 OPTION LSA 2 DEMOLITION

5.5 OPTION LSA 2 SITE GRADING AND DRAINAGE

5.6 OPTION LSA 2 RETENTION POND

5.7 OPTION PERIMETER WALL

5.8 OPTION GUARD TOWERS (FP04)

5.9 OPTION PERIMETER ROAD

5.10 OPTION LSA 2 SIDEWALKS

5.11 OPTION LSA 2 EMERGENCY ACCESS SIDEWALKS

5.12 OPTION LSA 2 WATER DISTRIBUTION SYSTEM

5.13 OPTION LSA 2 WASTEWATER COLLECTION SYSTEM

5.14 OPTION LSA 2 POWER GENERATION AND PLANT

5.15 OPTION LSA 2 ELECTRICAL DISTRIBUTION SYSTEM

5.16 OPTION LSA 2 OFFICERS BARRACKS - B03

5.17 OPTION NCO LSA 2 BARRACKS - B04

5.18 OPTION LSA 2 DFAC - D02

5.18.1 Option LSA 2 Propane Tank Storage Sunshade - U13a

5.19 OPTION FURNISHED FURNITURE AND EQUIPMENT(FFE) PACKAGE-2

PART 6 OPTION LSA 3 - OPTION WORK GROUP 2

6.1 OPTION LSA 3 ADDITIONAL MOBILIZATION AND DEMOBILIZATION

6.2 OPTION LSA 3 ADDITIONAL SECURITY

6.3 OPTION LSA 3 AS-BUILTS

6.4 OPTION LSA 3 SITE GRADING AND DRAINAGE

6.5 OPTION LSA 3 SIDEWALKS

6.6 OPTION LSA 3 EMERGENCY ACCESS SIDEWALKS

6.7 OPTION LSA 3 WATER DISTRIBUTION SYSTEM

6.8 OPTION LSA 3 WASTEWATER COLLECTION SYSTEM

6.9 OPTION LSA 3 POWER GENERATION

6.10 OPTION LSA 3 ELECTRICAL DISTRIBUTION

6.11 OPTION LSA 3 OFFICERS BARRACKS - B03

6.12 OPTION LSA 3 NCO BARRACKS - B04

6.13 OPTION LSA 3 DFAC - D02

6.13.1 Option LSA 3 Propane Tank Storage Sunshade - U13a

6.14 OPTION FURNISHED FURNITURE AND EQUIPMENT(FFE) PACKAGE-3

-- End of Section Table of Contents --

SECTION 01 10 00 Page 2

SECTION 01 10 00

SUMMARY OF WORK (SOW)

PART 1 GENERAL

1.1 SUMMARY OF WORK

The project consists of the design and construction of the Afghanistan Air Force (AFF) Aviation Enhancement at the Kandahar Air Base, Kandahar Province, Afghanistan. This project has three main components that consists of the design and construction of additional Life Support Areas (LSA)for the AAF identified as LSA 1, Option LSA 2, and Option LSA 3. The three LSAs are summarized as follows:

LSA 1: LSA 1 consists of the design and construction of new facilities, as shown on the Concept Drawings and as specified herein. In addition to the required LSA 1 facilities, work shall include site demolition, site grading and drainage, sidewalks, water distribution system, wastewater collection system, electrical distribution system and power connection, and all work incidental to provide a complete and useable LSA 1 as specified herein.

Option LSA 2: As an option to the Government, Option LSA 2 consists of the design and construction of new facilities, as shown on the Concept Drawings and as specified herein. In addition to the required LSA 2 facilities, work shall include site demolition, guard towers, concrete stone veneer perimeter wall, aggregate surfaced perimeter road, site grading and drainage, detention pond, sidewalks, water distribution system, wastewater collection system, electrical distribution system and power generation, and all work incidental to provide a complete and useable Option LSA 2 as specified herein.

Option LSA 3: As and option to the Government, Option LSA 3 consists of the design and construction of new facilities, as shown on the Concept Drawings and as specified herein. In addition to the required LSA 3 facilities, work shall include site demolition, any required finish grading and drainage, sidewalks, water distribution system, wastewater collection system, electrical distribution system and power generation, and all work incidental to provide a complete and useable Option LSA 3 as specified herein.

All requirements set forth in this Section, 01 10 00 (SOW), but not included in the DESIGN REQUIREMENTS, Section 01 10 15, shall be considered as set forth in both and vice versa.

1.1.1 OPTION WORK

The base work for this contract shall be all LSA 1 work as specified herein, to include the full design of any optional work. As an option to the Government, the Government may exercise all, some, or none of the option work specified herein.

Option LSA 2: All optional work for Option LSA 2 is specified in PART 5 of this Section.

SECTION 01 10 00 Page 3

Option LSA 3: All optional work for Option LSA 3 is specified in PART 6 of this Section.

1.1.2 General

In general, work requirements are defined as:

1. Design and construct: All design-build features of work where standard designs are not provided by the Government, or any Standard Design Facilities/Standard Design Drawings that the Contractor is required to modify as specified here-in. Any Standard design Facility that is required to be modified, shall be a "design and construct" feature of work, and shall be considered design-build in nature. All standard construction amenities such as underground utilities, site grading and drainage, plumbing, electrical, and etc. shall be implied as a design and construct requirement.

2. Construct: All provided facilities, "standard facilities," identified as Standard Design Facilities and/or Standard Design Drawings. These Facilities shall be constructed in accordance with Standard Design Facilities drawings provided in APPENDIX B and adhere to the "Standard Design Facilities Technical Specifications" provided in APPENDIX C.

1.2 APPENDICES

The following list of appendices are part of this solicitation:

APPENDIX A - Concept Drawings:

The Concept Drawings provided in this appendix are incomplete designs and provide the Government's general intent of how the project site is to be laid out. The Contractor shall complete the designs to provide a complete and usable finished product based upon the Contractor provided topographic survey, geotechnical site investigation and analysis, and the provided Concept Drawings. The Contractor shall be responsible for developing technical specifications for features of work designed by the Contractor in accordance with paragraph, Specifications.

APPENDIX B - Standard Design Facilities (Standard Design Drawings):

The Contractor shall construct Standard Design Facilities in accordance with the provided Standard Design Facilities drawings in APPENDIX B and the Standard Design Facilities Technical Specifications provided in APPENDIX C. The Contractor shall review all standard design drawings, any discrepancies shall be brought to the COR attention. Any modification of the Standard Design Facilities will be stated herein and provided in APPENDIX H for clarity.

APPENDIX C - Standard Design Facilities Technical Specifications:

The Contractor shall adhere to all Standard Design Facilities Technical Specifications for all construction of all Standard Design Facilities.

The Contractor shall review all Standard Design Facilities Technical Specifications, any discrepancies shall be brought to the COR attention.

APPENDIX D - USACE Certified Testing Laboratories:

The Contractor shall only use USACE Certified Testing Laboratories as shown on the list provided. Once the contract is awarded the Contractor shall provide a request for information to USACE to provide the most current list of USACE approved testing laboratories. The most current

SECTION 01 10 00 Page 4 is provided at the time of development of this project..

APPENDIX E - Demining Certificates:

This appendix provides all Demining Certificates that are available for the project site.

APPENDIX F - List of Technical Specifications:

This appendix provides a general list of technical specifications that may be required for the Contractor's designed features of work for this project. This list is provided for reference only, and shall not be considered as the only technical specifications required. The Contractor shall provide all technical specifications required to cover the Contractor's designs. During any design review, if the Government deems that there are any missing technical specifications, the Contractor shall provide additional technical specifications that the Government indicates in the next review. In the event this occurs, the Contractor shall provide the additional technical specifications at no additional cost to the Government.

APPENDIX G - Standard Design Facilities Require Modifications:

This appendix provides the standard design drawings which shall be required by the Contractor to modify as specified here-in. Redline comments are provided on these drawings as necessary to show the Government's intent. All required modified Standard Design Facilities shall be submitted with the design submittals in accordance with Section 01 09 00 Project Phases and Schedule.

APPENDIX H - FFE Plans and Cut Sheets:

This appendix provides the furniture plan and furniture cut sheets for all FFE required in this contract in accordance with paragraph, FURNISHED FURNITURE AND EQUIPMENT(FFE) Base Work - LSA 1, Option FFE LSA 2, and Option FFE LSA 3.

APPENDIX I - Site Photos:

Site photos of the project area are provided for reference only. The Contractor is responsible for verification of any information shown.

The Contractor shall survey the project site in accordance with paragraph, SURVEY, for design work.

APPENDIX J - Existing LSA Drawings This appendix provides drawings of the existing LSA to provide a basis for bidding purposes only as some features of work will require tie-ins to the existing LSA. The drawings of the existing LSA are for reference only, the Contractor shall be required to conduct a site survey and investigation as specified herein.

APPENDIX L - Existing SMW Electrical Drawings:

This appendix provides the existing SMW Electrical drawings and are provided for reference only. The Contractor is responsible for verification of any information shown.

1.3 PROJECT LOCATION AND BOUNDARIES

The Project is located at Kandahar Air Base, Kandahar Province, Afghanistan. LSA 1 is located within the existing AAF LSA footprint. Work limits/boundary for LSA 1 are provided in the Concept Drawings. Optional work for Option LSA 2 and Option LSA 3 are located outside the existing perimeter wall adjacent to the existing AAF LSA. Work limits/boundary for Option LSA 2 and Option LSA 3 are provided in the Concept Drawings. Project

SECTION 01 10 00 Page 5 boundaries shown are based on aerial imagery and may not reflect real world coordinates. The Contractor shall verify the accuracy of the coordinates shown, and submit to the COR for approval. The Contractor shall stake out the provided project coordinates and notify the COR for a site inspection.

The Government may slightly modify the location of the project boundaries in the field, if required. The development of the site, and construction of all permanent structures, are required to be fully within this defined area identified and limits of work and at the general locations shown in the Concept Drawings. The Contractor shall notify the COR immediately should the development of the proposed site require an encroachment beyond the boundary.

1.3.1 Contractor Access

Access to the project site shall be the access routes and/or driveway location shown in the "Concept Overall Project Layout" provided in the Concept Drawings in Appendix A, and as follows:

LSA -1 (Base Work): The permitted access route for LSA 1 through the AAF ECP is shown on the "Concept Overall Project Layout" drawing provided in the Concept Plans in APPENDIX A.

Surveys and Geotechnical Investigation (Base Work): Access into the Option LSA 2 and Option LSA 3 area shall be through the Option LSA 2 and Option LSA3 primary access route at the location shown on the "Concept Overall Project Layout" drawing provided in the Concept Drawings in APPENDIX A.

Option LSA 2 and Option LSA 3: If optional work is exercised by the Government, access into the Option LSA 2 and Option LSA 3 area shall be through the Option LSA 2 and Option LSA3 primary access route at the location shown on the "Concept Overall Project Layout" drawing provided in the Concept Drawings in APPENDIX A. A secondary access route through the AAF ECP will be permitted as construction activities require movement through the existing LSA as shown on the "Concept Overall Project Layout" drawing.

1.4 COORDINATION WITH OTHERS

The Contractor is fully responsible for gaining any necessary permissions, and any and all coordination with all entities regarding site access, working hours, transportation of materials, badging requirements, applicable permits, etc. The Contractor is also fully responsible for coordination with the multiple contractors who may be working in adjacent and sometimes overlapping work areas. The Contractor shall coordinate with the Contractor for the AAF Water and Wastewater project for tie in locations of water and sanitary sewer lines. The Contractor shall be responsible for coordinating with the AAF in addition with the Government for the AAF's occupancy of some of the facilities as they are completed.

1.5 UNEXPLODED ORDNANCE (UXO)

All areas within the project boundaries have been cleared of UXO to a maximum depth of one (1) meter. In the event that the Contractor encounters any UXO during excavation, the Contractor shall stop excavation, barricade off the area, and notify the COR. If encountered, the Contractor and its subcontractors may not handle, work with, move, transport, render safe, or disarm any UXOs. Once reported to the COR, additional instructions will be provided by the Government. Refer to APPENDIX E for the existing Demining

SECTION 01 10 00 Page 6

Certificates of the project area. These certificates indicate the areas that have been demined up to a depth of 1 meters.

PART 2 GENERAL WORK ITEMS

2.1 MOBILIZATION AND DEMOBILIZATION

Mobilization and Demobilization shall consist of all labor, equipment, supplies and temporary facilities required to stage all equipment and facilities needed for construction of this project. The Contractor will not be permitted to have a man camp and/or live within the project boundaries. If the Contractor requires living quarters and/or a man camp for the Contractor's laborers/workers, it shall be provided by the Contractor and shall be outside of the project limits. See Contract Clauses for further information. The Contractor is permitted to have field offices, latrines, hand washing stations, temporary kitchen if require, and/or any facility required for daily operations and the safety and welfare of the Contractor's labors. The Government will not provide any utilities.

Mobilization/Demobilization shall have a unit of measure "JOB" under bid item, Mobilization/Demobilization, of the Bid Schedule.

2.1.1 Batch Plant

The Contractor shall determine if a batch plant is required due to any potential extended time durations required to get through the AAF ECP. Space is limited within the work limits of LSA 1. The Contractor shall determine if the the area within the LSA 1 work limits can accommodate a batch plant.

The Contactor will be permitted to have a batch plant within the Option LSA 2 area to reduce travel duration. The Contractor shall be responsible for the security for the Contractor's batch plant and shall note that this area is outside of the base perimeter. The Contractor shall note that a batch plant within the Option LSA 2 work limits will still required access through the

AAF ECP.

2.2 SECURITY AND SITE ACCESS

Security and site access is the responsibility of the Contractor including, but not limited to, the following:

a. Off-site Security: The Contractor must have an appropriate amount of security/protection to match the threat in the project area, outside of the perimeter fence, and along the supply routes.

b. On-site Security: The Contractor shall be responsible for physical security of all materials, supplies, and equipment of every description, including property which may be Government-furnished or owned, for all areas occupied jointly by the Contractor and the Government, as well as for all work performed. Fire-arms and/or armed security guards will not be permitted within the project boundaries.

c. Site Access: Getting site access shall be the responsibility of the Contractor. All access requirements through the AAF ECP shall be coordinated and approved by the ANA/AAF in accordance with paragraph, Contractor Access.

Additional security requirements, and a required detailed security plan submittal, shall be in accordance with Section 01 10 40, SECURITY.

SECTION 01 10 00 Page 7

Security and Site Access shall have a unit of measure "JOB" under bid item, Security, of the Bid Schedule.

2.3 SITE SURVEY AND SITE INVESTIGATION

The Contractor shall survey both the LSA 1 limits and the Option LSA 2 and Option LSA 3 limits to provide/complete all design work that requires survey data. The survey shall include all topographic data, existing utilities, surface features, structures, and all existing conditions of the project site for all areas regardless of whether the options are exercised or not. The survey requirements shall be in accordance with Section 01 10 15, DESIGN REQUIREMENTS. Once the survey is complete, the Contractor shall develop and submit an Existing Conditions Plans/Map/Drawings. The Existing Conditions Plan shall be provided and adhere to the requirements in accordance with Section 01 33 16.00 10, DESIGN DATA.

The Survey and Existing Conditions Plan shall have a unit of measure "JOB" under bid item, Survey, of the Bid Schedule.

2.4 ARCHITECTURAL AND ENGINEERING DESIGN

The Contractor shall design all features of the project that are not included in the Standard Design Facilities/Drawings provided in APPENDIX B. All optional work, Option LSA 2 and Option LSA 3, as specified herein shall be designed and included in design submittals even if the optional work has not been exercised. Design work shall include all requirements as stated within this contract, which shall include, but not be limited to, the following:

1. LSA 1 Site Layout/Site Plan.

2. LSA 1 Site Grading and Drainage.

5. LSA 1 Water Distribution System.

8. LSA 1 Wastewater Collection System.

9. LSA 1 Electrical Power Connection.

10. LSA 1 Electrical Distribution System.

11. Option LSA 2 and 3 Site Layout/Site Plan.

12. Option LSA 2 and 3 Site Grading and Drainage.

13. Option LSA 2 and 3 Water Distribution System.

14. Option LSA 2 and 3 Wastewater Collection System.

15. Option LSA 2 and 3 Power Plant and Generation.

16. Option LSA 2 and 3 Electrical Distribution System.

17. Foundations for any Contractor design buildings and/or structures. In addition, foundation design of the Standard Design Facilities, if required, in accordance with paragraph, Foundations Design for Standard Design Facilities.

SECTION 01 10 00 Page 8

18. Technical Specifications for Contractor designs in accordance with paragraph, Specifications.

19. All designs shall include all design work for all base, and option work.

20. Modify the standard design drawings in accordance with paragraph Ductless Heat Pumps Modification.

21. Modify the standard design drawings in accordance with paragraph Unit Heaters Modification.

22. Design analysis for all designs completed by the Contractor.

All design requirements shall be in accordance with Section 01 10 15, DESIGN REQUIREMENTS. Design drawings and design analysis shall be prepared and provided in accordance with Section 01 33 16.00 10, DESIGN DATA. The requirements for 35%, 65%, 95% and 100% design submittals shall be in accordance with Section 01 09 00, PROJECT PHASES AND SCHEDULE.

Architectural and Engineering Design shall have a unit measure "JOB" under bid item, Architectural and Engineering Design, of the Bid Schedule.

2.4.1 Ductless Heat Pumps Modification

The Contractor shall modify the Standard Design Facilities Drawings for the B03 Officers Barracks and B04 NCO Barracks to remove the Ceiling fans and unit heaters and be replaced with ductless heat pumps as follows.

a. Modify each of the B03 Barrack to replace ceiling fans and electric heaters (EH) with ductless heat pumps (split-units) in the sleeping quarters ONLY. Electric heaters in the latrines and corridors shall be constructed as shown on the floor plans.

b. Modify each of the B04 Barrack to replace ceiling fans and electric heaters (EH) with ductless heat pumps (split-units) in the sleeping quarters ONLY. Electric heaters in the latrines and corridors shall be constructed as shown on the floor plans.

The Contractor is only responsible for modifying the drawings required for the ductless heat pump modifications. The Contractor shall submit the modified drawings for Government Review. Any other changes to the Standard Design Drawings that are not required for the ductless heat pump modifications will not be permitted. CAD drawings for the standard designs will be provided to the awarded Contractor in accordance with Section 01 33

16.00 10, DESIGN DATA.

2.4.2 Unit Heaters Modification

Electric unit heaters shown on Standard Designs Drawings shall be modified with heaters of the capacity and voltage as shown in the table below.

Electric service to the electric unit heaters shall be redesigned and installed based on the new capacities and voltages. Any other changes to the Standard Design Drawings that are not required for the unit heater modifications will not be permitted.

a. Mechanical Requirements: Electric unit heaters shall have the heating capacity and power requirements shown in the table below.

These units shall replace the units shown on the standard drawings.

SECTION 01 10 00 Page 9

All 2.6 kw unit heaters shown on the standard designs shall be replaced with the 2.52 kw heater shown below. All 4 kw and 5 kw unit heaters shall be replaced with the 4.2 kw heater shown below.

MARK HEATING

CAPACITY (KW)

AIR FLOW

(L/S)

TEMPERATURE

RISE (C)

ELECTRICAL

(V-PH-HZ)

UH-A 2.52 165 12.6 220-1-50

UH-B 4.2 165 21 220-1-50

b. Contractor shall design and install all circuits and over current protection devices for electric unit heaters based on the capacities and power criteria given in the mechanical design requirements. The contractor shall resize the conductors based on the new capacity and power requirements. The contractor shall also size and install a single pole breaker for all unit heaters based on the new requirements. CAD drawings for the standard designs will be provided to the awarded Contractor in accordance with Section 01 33 16.00 10, DESIGN DATA.

The Contractor is only responsible for modifying the drawings required for the unit heater modifications. The Contractor shall submit the modified drawings for Government Review.

2.4.3 Geotechnical Investigation and Analysis

The Contractor shall provide a geotechnical investigation and analysis report of the project area. The Contractor shall provide a geotechnical investigation of the optional work areas regardless of whether the Government exercises the optional work items or not. Existing geotechnical information is not available at the project site. All site specific geotechnical data required to develop foundations, materials, earthwork, and other geotechnical related design and construction activities for this project shall be the Contractor’s responsibility. Results of the geotechnical investigation and testing shall be submitted in accordance with Section 01 33 00 SUBMITTAL REQUIREMENTS and contained within a detailed Geotechnical Report containing: test bore location plan; test boring logs; test boring profiles; laboratory testing results of soil and rock; laboratory testing results; bearing capacity test results; soil chemical tests; and geotechnical recommendations.

The geotechnical analysis shall have a unit measure "JOB" under bid item, Geotechnical Analysis, of the Bid Schedule.

2.4.3.1 Foundation Design for Standard Design Facilities

Foundations for all buildings/facilities shown in the Standard Design Drawings are based on an assumed soil bearing value indicated on each set of Standard Design Drawings. The Contractor shall use the Contractor provided geotechnical information to confirm all assumed soil bearing capacity. If the assumed soil bearing capacity is inadequate for any of the Standard Designed Facilities foundations, the Contractor shall design and construct foundations for those Standard Design Facilities and submit the design analysis for Government approval. For all buildings and/or facilities required to be designed and constructed by the Contractor, the foundations shall be designed by the Contractor and submitted for government approval.

SECTION 01 10 00 Page 10

2.4.4 Specifications

2.4.4.1 Division 01 Specifications

The Contractor shall adhere to all DIVISION 01 Specifications for all work. DIVISION 01 Specifications shall not be altered or revised. All other specifications, DIVISION 02 and up, are technical specifications.

2.4.4.2 Contractor Developed and Provided Technical Specifications

The Contractor shall be responsible for developing and providing all technical specifications for work designed by the Contractor. The AE Designer(s)of Record(DOR) shall prepare and submit all technical specifications required for all features of work. The technical specifications shall be completed and prepared in accordance with Section

01 33 16.00 10, DESIGN DATA.

2.4.4.3 Standard Design Facilities Technical Specifications

Technical Specifications for Standard Design Facilities (Standard Design Drawings) are provided in APPENDIX C. The Contractor shall adhere to these specifications for all Standard Design Facilities and shall not be altered.

2.5 LSA 1 AS-BUILT DRAWINGS

The Contractor shall provide the Government with complete as-built drawings at the conclusion of the project. The bid item "As-Built Drawings" shall consist of all labor, equipment, and all supplies needed to produce design records, documents, and drawings in accordance with the requirements specified in Section 01 78 00, CLOSEOUT SUBMITTALS.

The As-built Drawings shall have a unit of measure "JOB" under bid item, As-Built Drawings, of the Bid Schedule

PART 3 SITE IMPROVEMENT AND DEVELOPMENT

3.1 LSA 1 DEMOLITION

The Contractor shall be responsible for the removal of all trash and debris within the LSA 1 work limits and in accordance with the "LSA 1 Demolition Plan" provided in the Concept Drawings in APPENDIX A. All trash and debris shall be hauled off to a Contractor provided offsite disposal area. The offsite disposal area shall be in accordance with all local government laws. The Contractor shall be responsible for all fees associated with the the offsite disposal. The Contractor shall note that the LSA 1 work limits will require minimal demolition. For reference only, refer to the site photos provided in APPENDIX D. The Contractor shall verify the existing conditions within the LSA 1 work limits with the Contractor provided survey and site investigation.

LSA 1 demolition shall have a unit of measure "JOB" under bid item, LSA 1 Demolition, of the Bid Schedule.

3.2 LSA 1 GRADING AND DRAINAGE

The Contractor shall design and construct all site grading and drainage to provide positive drainage and utilize the existing drainage conveyance at the existing LSA. The grading requirements shall be in accordance with

SECTION 01 10 00 Page 11

Section 01 10 15, DESIGN REQUIREMENTS, and the Contractor provided LSA 1 Grading and Drainage Plans that have been approved by the Government. Site grading and drainage shall include, but not limited to, all required work in accordance with Section 01 10 15, DESIGN REQUIREMENTS. Refer to the Existing LSA Drawings provided in APPENDIX J.

The LSA 1 Site Grading and Drainage shall have a unit of measure "JOB" under bid item, LSA 1 Site Grading and Drainage, of the Bid Schedule.

3.3 LSA 1 SIDEWALKS

The Contractor shall design and construct a network of sidewalks to the general layout and locations shown on the "Concept LSA 1 Layout" drawing provided in the Concept Drawings in Appendix A. All sidewalks shall 1.5 meter wide aggregate sidewalks with a minimum thickness of 100 mm. All sidewalks shall be designed and constructed in accordance with Section 01 10 15 DESIGN REQUIREMENTS, and the Government approved, Contractor provided, Site Plan(s).

Sidewalks shall have a unit of measure "JOB" under bid item, LSA 1 Sidewalks, of the Bid Schedule.

3.4 LSA 1 WATER DISTRIBUTION SYSTEM

The Contractor shall design and construct a potable water distribution system for LSA 1 that ties in to the Water Well # 1 that is currently under construction by others, at the location shown on the Concept Drawings. As designs for this water well is completed, by others, the Government will provide this information to the Contractor. For the purpose of bidding, the Contractor shall assume there will be a 100 mm dia PVC water line that the LSA 1 water distribution system to tie into at the general location shown on the Concept Drawings. The Water Distribution shall be designed in accordance with Section 01 10 15, DESIGN REQUIREMENTS, and the details shown on the U08-Site Details provided in APPENDIX B. The population for the LSA 1 water distribution system design AD shall be 352 Plax.

The LSA 1 Water Distribution System shall have a unit of measure "JOB" under bid item, LSA 1 Water Distribution System, of the Bid Schedule.

3.5 LSA 1 WASTEWATER COLLECTION SYSTEM

The Contractor shall design and construct a gravity, or force main if required, wastewater collection system capable of handling the LSA 1 wastewater ADF of 65,500 liters per day, in accordance with Section 01 10 15 DESIGN REQUIREMENTS, and the details shown on the U08-Site Details provided in APPENDIX B. The maximum velocity for the particular pipe, fixture unit flow, or minimum pipe diameter shall be as specified in Section 01 10 15 DESIGN REQUIREMENTS. The LSA 1 wastewater collection system shall tie into the existing wastewater manhole or lift station that is currently under construction by others, refer to the "Concept LSA 1 Layout" provided in the Concept Drawings in APPENDIX A. As the designs for the manhole/liftstation is completed, by others, the Government will provide this information to the Contractor. The Contractor may connect the LSA wastewater collection system to on of the existing LSA sewer manholes after verification of the existing utilities during the Contractor provided survey with Government approval. Refer to the Concept Plans and drawings of the existing LSA provided in APPENDIX J.

The LSA 1 Wastewater Collection System shall have a unit of measure "JOB"

SECTION 01 10 00 Page 12 under bid item, LSA 1 Wastewater Collection System, of the Bid Schedule

3.6 LSA 1 POWER CONNECTION AND ELECTRICAL DISTRIBUTION SYSTEM

The Contractor shall design and construct an underground electrical distribution system to supply power to all buildings, facilities, and other loads for LSA 1 in accordance with Section 01 10 15, DESIGN REQUIREMENTS.

The power source for the LSA 1 electrical system shall tie into the existing Special Mission Wing (SMW) Power Plant located at the adjacent SMW LSA. Refer to the SMW power plant as-builts provided in APPENDIX I. The Contractor shall verify the shown as-built conditions of the SMW power plant with the Contractor provided survey and site investigation.

The LSA 1 Power connection and Electrical Distribution System shall have a unit of measure "JOB" under bid item, LSA 1 Power Connection and Electrical Distribution System, of the Bid Schedule.

PART 4 FACILITIES

4.1 SPECIAL REQUIREMENTS FOR FACILITIES

4.1.1 Facility Locations

All facilities shall be constructed at the general location(s) shown on the Concept Drawings in Appendix A. Minimum shifting of the facilities shall be permitted if necessary, and shall be approved by the Government. All facilities shall have a minimum setback of ten (10) meters from other structures unless shown otherwise on the Concept Drawings or as specified in Section 01 10 15, DESIGN REQUIREMENTS, and herein.

4.1.2 Life Safety

The facilities shall comply with all other safety requirements as required within specification references. A fire sprinkler system is not required.

The Contractor shall equip buildings with wall-mounted A-B-C 6 kg fire extinguishers in accordance with Section 10 44 16, FIRE EXTINGUISHERS.

The Contractor shall provide and install hardwired smoke detectors in accordance with Section 28 31 49, SMOKE ALARMS FOR ANSF FACILITIES.

For other requirements, refer to Section 01 10 15, DESIGN REQUIREMENTS.

4.1.3 Special Toilet Requirement

All toilets shall be eastern style and shall face north or south. If the existing configuration of any facility shown on the Concept Site Plan results in toilets facing east or west, the Contractor shall modify and rotate/place the toilets to achieve a north or south configuration.

4.1.4 Refrigerant

The Contractor is not permitted to use R-22 refrigerant.

4.2 NCO BARRACKS(B04)

The Contractor shall construct a total of four (4) B04-NCO Barracks in accordance with the B04-NCO Barracks Standard Design Drawings in APPENDIX B and the Standard Design Facilities Technical Specifications in APPENDIX C, with the following exceptions:

SECTION 01 10 00 Page 13

a. The Contractor shall design a modification to the existing B04-NCO Barracks to include ductless split pack units, removal of unit heaters and ceiling fans in accordance with paragraph ARCHITECTURAL AND

ENGINEERING DESIGN.

b. The Contractor shall design a modification of the existing B04-NCO Barracks to revise the unit heaters in accordance with paragraph

ARCHITECTURAL AND ENGINEERING DESIGN.

NCO Barracks shall have a unit of measure per each (EA) under bid item, B04-NCO Barracks, of the Bid Schedule.

4.3 FURNISHED FURNITURE AND EQUIPMENT(FFE) PACKAGE-1

The Contractor shall furnish and install all furniture and equipment listed in the FFE Package-1 in APPENDIX L and in accordance with Section 12 51 00, FURNITURE, FURNISHINGS, AND EQUIPMENT.

FFE Package-1 shall have a unit of measure "JOB" under bid item, FFE Package-1, of the Bid Schedule.

PART 5 OPTION LSA 2 - OPTION WORK GROUP 1

5.1 OPTION LSA 2 ADDITIONAL MOBILIZATION AND DEMOBILIZATION

As and option to the Government, the additional Mobilization and Demobilization for Option LSA 2 work shall consist of all labor, equipment, supplies and temporary facilities required to stage all equipment and facilities needed for construction of this project. Staging and laydown areas shall be within the LSA 2 work limits/boundaries as shown on the Concept Drawings in APPENDIX A. The Contractor will not be permitted to have a man camp and/or live within the project boundaries. If the Contractor requires living quarters and/or a man camp for the Contractor's laborers/workers, it shall be provided by the Contractor and shall be outside of the project limits. See Contract Clauses for further information. The Contractor is permitted to have field offices, latrines, hand washing stations, temporary kitchen if require, and/or any facility required for daily operations and the safety and welfare of the Contractor's labors. The Contractor will be permitted to have a batch plant within the work limits of Option LSA 2. The Government will not provide any utilities.

Additional Mobilization/Demobilization for Option LSA 2 work shall have a unit of measure "JOB" under bid item,Option LSA 2 Additional Mobilization/Demobilization, of the Bid Schedule.

5.2 OPTION LSA 2 ADDITIONAL SECURITY

As and option to the Government, additional security required to complete the Option LSA 2 work shall consist of the security in accordance with paragraph, SECURITY, of this Section.

Additional Security and Site Access for Option LSA 2 work shall have a unit of measure "JOB" under bid item, Option LSA 2 Additional Security, of the Bid Schedule.

SECTION 01 10 00 Page 14

5.3 OPTION LSA 2 AS-BUILTS

As a option to the Government, the Contractor shall provide the Government with complete as-built drawings of the Option LSA 2 at the conclusion of the project. The bid item "Option LSA 2 As-Built Drawings" shall consist of all labor, equipment, and all supplies needed to produce design records, documents, and drawings in accordance with the requirements specified in Section 01 78 00, CLOSEOUT SUBMITTALS.

The As-built Drawings for Option LSA 2 shall have a unit of measure "JOB" under bid item, Option LSA 2 As-Built Drawings, of the Bid Schedule.

5.4 OPTION LSA 2 DEMOLITION

As an Option to the Government, the Contractor shall demolish the Option LSA 2 within the work limits/boundary shown on the "Concept Option LSA 2 Layout" provided in the Concept Drawings in APPENDIX A. This shall include the area where Option LSA 3 would be placed even if Option LSA 3 is not exercised by the Government. Refer to the "Option LSA 2 Demolition Plan" provided in APPENDIX A. All trash debris, metal, HESCO metal, chain link fences, broken up concrete, shall be disposed of at an offsite disposal area acquired by the Contractor. The offsite disposal area shall be in accordance with local government laws. The Contractor shall be responsible for all fees associated with the the offsite disposal. All concrete t-walls, of any size, shall be placed at the location shown on the "Option LSA 2 Demolition Plan" unless the T-walls are identified by the COR to be wasted. Any T-walls identified as wasted by the COR shall be hauled off to the Contractor provide offsite disposal. All earthen debris piles may be disposed of into the existing pond as required to be backfilled in accordance with paragraph, OPTION LSA 2 GRADING AND DRAINAGE. In the event that there is not enough room for all earthen debris piles for the back filling of the existing pond, the Contractor shall haul the remaining earthen material to the Contractor provided offsite disposal area.

Option LSA 2 demolition shall have a unit of measure "JOB" under bid item, Option LSA 2 Demolition, of the Bid Schedule.

5.5 OPTION LSA 2 SITE GRADING AND DRAINAGE

As an option to the Government, the Contractor shall design and construct all site grading and drainage to provide positive drainage for the Option LSA 2. The grading requirements shall be in accordance with Section 01 10 15, DESIGN REQUIREMENTS, and the Contractor provided LSA 2 Grading and Drainage Plans that have been approved by the Government. Site grading and drainage shall include, but not limited to, all required work in accordance with Section 01 10 15, DESIGN REQUIREMENTS. In addition, the Contractor shall:

a. Provide drainage conveyance from the existing LSA ditches into the Option LSA 2 drainage ditches, which then shall convey drainage to the new Option LSA 2 Detention Pond as required in accordance with paragraph OPTION LSA 2 DETENTION POND. Refer to the existing LSA drawings provided in APPENDIX J. If required, the Contractor shall utilize lift station(s), in the event a gravity system cannot convey drainage to the new detention pond.

b. Backfill the existing detention pond to 500 mm above the surrounding grade.

SECTION 01 10 00 Page 15

c. Divert the existing pumped storm water drainage discharge from the existing LSA into the existing detention pond,at the general location(s) shown on the Concept Drawings, to convey to the new Option LSA 2 detention pond.

The Option LSA 2 Site Grading and Drainage shall have a unit of measure "JOB" under bid item, Option LSA 2 Site Grading and Drainage, of the Bid Schedule.

5.6 OPTION LSA 2 RETENTION POND

As and option to the Government, the Contractor shall design and construct a new storm water retention pond to handle a 10 year rain event. The new detention pond shall be constructed at the location shown on the "Concept Option LSA 2 Layout" provided in Concept Drawings provided in Appendix A.

The new storm water retention pond shall be provided with a riprap armored over flow spillway into the existing ditch adjacent to the Airport Road.

Any open culverts or pipe through the Option LSA 2 perimeter wall, in accordance with OPTION PERIMETER WALL paragraph, shall be equipped with a culvert denial system as provided in APPENDIX B.

The Option LSA 2 Detention Pond shall have a unit of measure "JOB" under bid item, Option LSA 2 Detention Pond of the Bid Schedule.

5.7 OPTION PERIMETER WALL

As and option to the Government, the Contractor shall construct a new perimeter wall around the new LSA at the locations shown on the "Concept LSA Layout" drawing provided in the Concept Drawings in APPENDIX A. The Concrete stone veneer wall shall be 3.0 meters high, with concertina wire, in accordance with the FP09-ECP Details Standard Design Drawing in APPENDIX B. The optional sniper screen is not required.

The perimeter wall shall have a unit of measure "JOB" under bid item, Option Perimeter Wall, of the Bid Schedule.

5.8 OPTION GUARD TOWERS (FP04)

As an option to the Government, the Contractor shall construct five (5) FP04 Guard Towers at the locations shown along the new LSA Perimeter Wall at the locations shown on the Concept Drawings. The guard towers shall be constructed in accordance with the FP04 Guard Tower Standard Design drawings provided in APPENDIX B.

The guard towers shall have a unit of measure "EACH (EA)" under bid item, FP04 Guard Towers, of the Bid Schedule.

5.9 OPTION PERIMETER ROAD

As an option to the Government, the Contractor shall design and construct a new perimeter road based on an analysis of the Contractor provided geotechnical data. New roads shall be constructed at the general location shown on the "Concept Option LSA 2 Layout" drawing provided in Appendix A.

The perimeter road shall be 6 meters wide with 1.5 meter shoulders. The perimeter road shall have stone lined ditches on each side of the perimeter road which conveys drainage offsite. Culverts shall be provided at all locations where the new roads crosses over existing ditches. All new roads and respective ditches shall be designed and constructed in accordance with Section 01 10 15, DESIGN REQUIREMENTS, and the Contractor provided Site

SECTION 01 10 00 Page 16

Plans, and details, approved by the Government.

The LSA Perimeter Road, shall have a unit of measure "JOB" under bid item, LSA Perimeter Road, of the Bid Schedule.

5.10 OPTION LSA 2 SIDEWALKS

AS an option to the Government, the Contractor shall design and construct a network of sidewalks to the general layout and locations shown on the "Concept Option LSA 2 Layout" drawing provided in the Concept Drawings in Appendix A. All sidewalks shall be 1.5 meter wide aggregate sidewalks with a minimum thickness of 100 mm. All sidewalks shall be designed and constructed in accordance with Section 01 10 15 DESIGN REQUIREMENTS, and the Government approved, Contractor provided, Site Plan(s). All sidewalks that cross over any ditches shall have culverts in accordance with Section

01 10 15 DESIGN REQUIREMENTS.

Option LSA 2 Sidewalks shall have a unit of measure "JOB" under bid item, Option LSA 2 Sidewalks, of the Bid Schedule.

5.11 OPTION LSA 2 EMERGENCY ACCESS SIDEWALKS

As an option to the Government, the Contractor shall design and construct a network of emergency access sidewalks to the general layout and locations shown on the "Concept Option LSA 2 Layout" drawing provided in the Concept Drawings in Appendix A. All emergency access sidewalks shall be 3 meter wide aggregate sidewalks with a minimum thickness of 100 mm. All sidewalks shall be designed and constructed in accordance with Section 01 10 15 DESIGN REQUIREMENTS, and the Government approved, Contractor provided, Site Plan(s).

Option LSA 2 Emergency Access Sidewalks shall have a unit of measure "JOB" under bid item, Option LSA 2 Emergency Access Sidewalks, of the Bid Schedule.

5.12 OPTION LSA 2 WATER DISTRIBUTION SYSTEM

As an option to the Government, the Contractor shall design and construct a potable water distribution system for Option LSA 2, that ties in to the Water Well #2 that is currently under construction by others, at the general location shown on the Concept Drawings. As designs for this water well is completed, by others, the Government will provide this information to the Contractor. For the purpose of bidding, the Contractor shall assume there will be a 100 mm dia PVC water line that the Option LSA 2 water distribution system. The Water Distribution shall be designed in accordance with Section 01 10 15, DESIGN REQUIREMENTS, and the details shown on the U08-Site Details provided in APPENDIX B. The design for the Option LSA 2 Water distribution System shall be sized to include the Option LSA 3 water demand. The population for the water ADF shall be 1,144 pax (Option LSA 2 population + Option LSA 3 population).

The Option LSA 2 Water Distribution System shall have a unit of measure "JOB" under bid item, Option LSA 2 Water Distribution System, of the Bid Schedule.

5.13 OPTION LSA 2 WASTEWATER COLLECTION SYSTEM

As an option to the Government, the Contractor shall design and construct a gravity, or force main if required, wastewater collection system capable of

SECTION 01 10 00 Page 17 handling the Option LSA 2, including Option LSA 3, wastewater ADF of 212,800 liters per day, in accordance with Section 01 10 15 DESIGN REQUIREMENTS, and the details shown on the U08-Site Details provided in APPENDIX B. The maximum velocity for the particular pipe, fixture unit flow, or minimum pipe diameter shall be as specified in Section 01 10 15 DESIGN REQUIREMENTS. The LSA 1 wastewater collection system shall tie into the existing wastewater/sewer manhole or lift station that is currently under construction by others, refer to the "Concept Option LSA 2 Layout" provided in the Concept Drawings in APPENDIX A. As the designs for the manhole/liftstation are completed, by others, the Government will provide this information to the Contractor.

The LSA 2 Wastewater Collection System shall have a unit of measure "JOB" under bid item, Option LSA 2 Wastewater Collection System, of the Bid Schedule.

5.14 OPTION LSA 2 POWER GENERATION AND PLANT

As and option to the Government, the Contractor shall design and construct one (1) Electrical Power Generation Facility (Power Plant) in accordance with the Standard Design Drawing, U01-Electric Power Generation and Distribution, and the modifications required herein. The dimensions shown on the drawings are based on the assumed sizes of the generator canopy, pads, and enclosure. The sizing of the generator housing shall be modified and sized based on the Contractor's selected generators if required to be increased. In the event that the generator sizing is required to be increased based on the Contractor's selected generators, the contractor shall provide a larger generator housing at no additional expense to the Government. The Power plant shall be an outdoor central power plant for power supply to all facilities requiring power for the project. All materials, finishes, equipment, and designs shall adhere to the requirements in Section 01 10 15, DESIGN REQUIREMENTS. The Contractor shall, but not limited to, provide the following:

a. Provide a design for power generation and respective electrical equipment to handle the loads of all facilities for LSA 1, Option LSA 2, Option LSA 3, and electrical equipment (manual transfer switch) for connection to the Afghan power grid in the future.

b. Provide the required number of generators and respective electrical equipment to power all facilities in LSA 1 and Option LSA 2. In addition provide all electrical equipment for the future connection to the Afghan power grid.

c. Modify the U01-Electric Power Generation and Distribution to provide the generators pads required for LSA 1 and Option LSA 2, and extra generator pads to accommodate generators required for Option LSA 3, if exercised.

d. Generator Set Spare Parts and Maintenance Parts in accordance with Section 01 10 15, DESIGN REQUIREMENTS.

e. Design and construct a 3 meter wide aggregate surfaced access road from the motor pool access road to the refueling point for the generator fuel storage at the general location shown on the Concept Site Plan and in accordance with Section 01 10 15, Design Requirements.

f. Construct a 3 meter high chain link fence, with Y-channeled triple strand concertina wire, around the power plant. The chain link fence

SECTION 01 10 00 Page 18 shall be constructed in accordance with the G05-Fencing Details standard Design Drawing in APPENDIX B.

g. Construct two (2) double swing vehicular gate at the general locations shown on the Concept Drawings. The Double Swing Vehicular Gates shall be constructed in accordance with the G05-Fencing Details Standard Design Drawings in APPENDIX B.

The power generation and plant shall have a unit of measure "job" under bid item, Option LSA 2 Power Generation and Plant, of the Bid Schedule.

5.15 OPTION LSA 2 ELECTRICAL DISTRIBUTION SYSTEM

As an option to the Government, the Contractor shall design and construct an underground electrical distribution system to supply power to all buildings, facilities, and other loads for the Option LSA 2 in accordance with Section 01 10 15, DESIGN REQUIREMENTS and the Power Distribution System Details provided in the U01-Electrical Power Generation and…