CDC_SPECIFICATIONS_06_OCT_16_W912ER-17-R-0013_-_SHAHBAZ_PAKISTAN.pdf

Request for Proposal

W912ER-17-R-0013

Specifications for

Construct Security Upgrades to PAF Base Shahbaz, Pakistan

Volume 2 of 2 Divisions 01-33

US Army Corps of Engineers Middle East District

Construct Security Upgrades to PAF Base, Shahbaz, Pakistan 445191

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 15 00.12 10 SUPPLEMENTARY REQUIREMENTS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 19.05 20 POST AWARD MEETINGS

01 32 01.00 10 PROJECT SCHEDULE

01 32 17.12 10 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 26 - ELECTRICAL

26 56 00 EXTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 16 SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

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

DIVISION 33 - UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

1.2 LOCATION

1.3 OPTIONAL ITEMS

1.4 Security Requirements

1.5 Equipment Movement onto Shahbaz

1.6 APPENDIX

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

This project shall include the construction of security upgrades at Shahbaz Airbase for the Pakistani Royal Air Force which includes new concrete perimeter walls and perimeter lighting, the surfacing of existing dirt patrol roads, and the construction of new patrol roads. The complete technical description of the scope of work is depicted on the drawings and within the specifications. The contractor shall provide temporary fencing at all locations where existing perimeter walls are to be demolished, as identified within this specification. Fence location shall be coordinated and approved by base security. Fence shall remain in place until the new wall is constructed and removal is approved by the base security. Fence shall be at least 2.0 meter height chain link fabric with outriggers and three strands of barb wire. Posts shall be at least 50 mm diameter with a minimum embedment into soil of 600 mm and a maximum spacing of 3.0 meters. Under the Base Bid of this contract, a new 12 foot wide (north base location) asphalt surfaced roadway will be constructed.

Also, included under the Base Bid, is funding for administrative processing for the "no objection certificate" (NOC) which will need to be secured by the selected contractor prior to arrival at Shahbaz Airbase.

1.2 LOCATION

The scope of work for this project consists of the construction of security upgrades at Shahbaz Air Force Base, Jacobabad, Pakistan. Due to the preservation of force protection measures, current grid coordinates will be furnished at time of award.

1.3 OPTIONAL ITEMS

Option1 - New 24 ft Wide (East Asphalt Road) Total Length of Road is 1,507.08 meters long.

Option 2 - Longest Section (North) 12 ft High Concrete Wall.

Option 3 - Second Longest Section (South 12 ft High Concrete Wall.

Option 4 - Shortest Section (East 12 ft High Concrete Wall.

Option 5 - Perimeter Lighting Along PAF Base Wall Area.

1.4 Security Requirements

Base Access to Shahbaz PAF

The selected contractor will need to demonstrate or have performed the necessary requirements to access Pakistani Military facilities previously.

This process includes the contractor being able to or in possession of a current Pakistani Business license, the ability or prior possession of Defense Base Act Insurance (DBA) from previous US based projects and able

SECTION 01 11 00 Page 2 to successfully vet/clear their workforce through Pakistani Military security. The process is for Shahbaz is as follows.

1. The Contractor and his subcontractors will need to provide proof of Pakistani residency or in the event of third country nationals, required credentials (i.e.: work visa and country entry permits). A Contractor Example Access Information Form is attached in Appendix (wherever it need to be placed)

2. The Contractor shall be self-supporting. The Contractor is required to provide all life support; communications; transportation of materials, personnel, and equipment to work site unless otherwise specified in the contract. In addition, the Contractor is responsible for maintaining the security of its personnel, its equipment and materials at all times during the performance of the contract.

1.5 Equipment Movement onto Shahbaz

The Pakistani Air Force with requirement make, model and serial number of equipment coming onto Base. This information should be submitted as soon as possible to ensure all equipment is matched up with correct descriptions and serial numbers, otherwise it will not gain access onto the Base.

1.6 APPENDIX

Appendix A - Laydown and Batch Plant Areas at PAF

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Base Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 Identification Badges and Installation Access

1.3.1.3 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Utility Cutovers and Interruptions

1.4 SECURITY REQUIREMENTS

1.5 ATTACHMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Government guard services; G , R

Contractor regulations; G , R

Transportation of personnel, materials, and equipment; G , R

List of Contact Personnel; G , R

Personnel List; G , R

Vehicle List; G , R

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The base will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the Base.

b. Permission to interrupt any Base roads, railroads, and/or utility service must be requested in writing a minimum of fifteen (15) calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Base Regulations

Ensure that Contractor personnel employed on the Base become familiar with and obey Base 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 any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact 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.

SECTION 01 14 00 Page 2

1.3.1.2 Identification Badges and Installation Access

Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. One-Day Passes: Contractor's personnel will have to obtain daily passes, be subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections.

1.3.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours must consist of a period established by the Contractor Officer, excluding Government holidays. Hours of operation by the Contractor within the identified Technical Area maybe those necessary for an early completion. Around the clock operations are allowed.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application seven (7) calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours.

During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.3.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

1.4 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II," "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area," and the following apply:

The Shahbaz Air Force Base in Jacobabad, Pakistan is a secure facility

SECTION 01 14 00 Page 3 with access control procedures.

Contractor must comply with the following access process at Shahbaz Air Force Base:

1. The contractor and his subcontractors must provide proof of Pakistani residency or in the event of third country nationals, required credentials (i.e.: work visa and country entry permits). A Contractor Example Access Information Form is attached.

2. Equipment: The contractor shall identify all equipment to be used at Shahbaz prior to their arrival. The contractor must provide to the Pakistani Air Force the make, model and serial number of all equipment entering the Base. This information should be submitted as soon as possible after contract award to ensure all equipment is matched up with correct descriptions and serial numbers, otherwise it will not be permitted access to the Base.

PASSPORT AND VISA REQUIREMENTS

For US citizens, contractor must complete a Visa Application Form (obtained from the Embassy of Pakistan and returned to the Pakistani Embassy in Washington DC). In addition, US citizens working in Pakistan will need to submit a “No Objection Certificate” (NOC) to the Office of the US Defense Representative at the US Embassy in Islamabad, Pakistan for approval.

The contractor must comply with the Office of Defense Representative, Pakistan (ODRP) requirements. The following are instructions for applying for Official Business Pakistan Visa for contractor personnel traveling to Pakistan:

1. Contact your sponsor (provided by the government upon contract award) at ODRP and provide your passport # (a scanned copy of the photo page of the passport). This will be used to initiate a request for a non-objection certificate (NOC) or Letter of Invitation (LOI) from the Pakistan Military, a process which can take two to eight weeks.

Requests could take up to 180 days prior to required deployment date.

For short duration trips, the LOI request will be made as soon as possible and may go forward in parallel with the passport application, optimally, the passport number should accompany the LOI request.

2. While the NOC/LOI is processing, your sponsor will contact your company to request you complete the visa applications for your personnel using the attached forms and instructions. IMPORTANT: Visa applications should be submitted ASAP after the NOC is requested. DO NOT WAIT for the NOC to be approved.

3. Complete Visa application. The contractor must follow these instructions to avoid any delays or rejection of their applications:

a) Submit four (4) Copies of the visa application, four (4) passport photos

b) Make sure your personnel sign all four (4) applications (copies are not acceptable)

c) You must fill in every block, leave no blanks and spell out all acronyms

SECTION 01 14 00 Page 4

1. Use N/A or Non

2. Purpose of visit item 2 is not Official business anymore. Use the ODRP duty title:

ODRP position #xx, DUTY TITLE (to be provided by the government)

d) Make sure you fill out the military pages and you may need to use more than 1 page

e) You can list your medals/awards and training on an additional page

f) The only hand written item on the application is the signature (each must be a wet signature no copies of signatures are acceptable)

4. Scan all applications and e-mail the complete package to your sponsor, and HYPERLINK "mailto:ODRP.HR@ibab.afcent.af.mil" ODRP.HR@ibab.afcent.af.mil for review/tracking.

5. After reviewing for accuracy, your sponsor will email required changes and/or approval for your company to submit to your passport agent.

6. Ensure four passport photos are included with the visa applications

7. Submit your ODRP-reviewed visa application (Four (4) copies with wet signatures on each one), four (4) photos, and official passport to your home station passport agent.

1.5 ATTACHMENTS

The following are attached as samples for Contractor Access and Bio Data.

Contractor Example Access Sample Bio Data for US Person

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 5

Name Father’s name :

DOB :

CNIC #

Company Name :

Work Specialty:

Contact Phone:

Address:

Name:

Father’s name :

DOB :

CNIC #

Company Name :

Work Specialty:

Contact Phone:

Address:

Name :

Father’s name :

DOB :

CNIC #

Company Name :

Work Specialty:

Contact Phone:

Address:

Name :

Father’s name :

DOB :

CNIC #

Company Name :

Work Specialty:

Contact Phone:

Address:

Name:

Rank/Grade:

Position/Title:

Security Clearance:

Passport#:

Nationality: USA Passport Issue Date:

Passport Expiration Date:

DOB:

Place of Birth:

Pakistani Visa Number:

Visa Expiration Date:

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 15 00.12 10

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTAL

1.2 DIGGING PERMITS

1.2.1 Requirements for Digging Permits

1.2.2 Requests for Digging Permits

1.2.3 Preparation of Requests for Digging Permits

1.2.4 Existing Underground Utilities

1.2.5 Use of Underground Utility Detecting Device

1.2.6 Hand Excavation

1.3 HAUL ROUTES - SPECIAL REQUIREMENTS

1.4 RESPONSIBILITY FOR PHYSICAL SECURITY

1.5 CERTIFICATES OF COMPLIANCE

1.6 ACCIDENT PREVENTION

1.6.1 Ground Fault Circuit Interrupter (GFCI) Requirement - Overseas

Construction

1.6.2 Temporary Power - Electrical Distribution Boxes

1.7 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT

1.8 CONTRACTOR'S MOBILIZATION AREA

1.9 CONTRACTOR'S OFF BASE MOBILIZATION AREA

1.9.1 Facilities Within the Mobilization Site

1.9.2 Special Requirements

1.10 PHYSICAL CONDITIONS

1.11 STANDARDIZATION

1.12 ON-BASE PHOTOGRAPHY PROHIBITION

1.13 PUBLIC RELEASE OF INFORMATION

1.13.1 Prohibition

1.13.2 Subcontract and Purchase Orders

1.14 UNEXPLODED ORDNANCE

1.14.1 UXO Safety Support During Construction

1.15 RESIDUAL CONSTRUCTION MATERIAL

1.16 CUSTOM EXEMPT CONTRACT

1.17 COMPLIANCE WITH HOST GOVERNMENT RULES AND CUSTOMS

1.17.1 Contractor's Responsibilities

1.18 RADIO TRANSMITTER RESTRICTIONS

1.19 BASE HOT WORK PERMITS

1.19.1 Requirement for Hot Work Permits

1.19.2 Requests for Hot Work Permits

1.19.3 Preparatory Inspections and Inspection of Equipment

1.20 CONTRACTOR TRANSPORTATION AND CUSTOMS CLEARANCE

1.20.1 Shipments of Materials

1.20.2 Contractor's Responsibilities

1.20.3 Physical Handling of Materials

1.20.4 Certification

1.21 REQUIREMENT FOR USE OF U.S. CITIZENS

1.22 ATTACHMENT

SECTION 01 15 00.12 10 Page 1

-- End of Section Table of Contents --

SECTION 01 15 00.12 10 Page 2

SECTION 01 15 00.12 10

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTAL

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Proposed Construction Or Alteration; G M/R)

Requests for Digging Permits; G M/R

Proposed Means of Providing Project Security; G M/R

Requests for Hot Work Permits; G M/R

Shipping Documents; G M/R

Shipping Status Report; G M/R

SD-07 Certificates

Certificates Of Compliance

1.2 DIGGING PERMITS

1.2.1 Requirements for Digging Permits

Prior to the start of any work activity which requires excavation within the current base, the Contractor shall obtain a digging permit.

1.2.2 Requests for Digging Permits

Requests for Digging Permits shall be submitted through the Contracting Officer to the Base a minimum of seven (7) days prior to the start of the work activity covered by the permit. The request for a Digging Permit shall include a narrative description of the work to be performed and a detailed map of the area of the excavation clearly marking the location of all known utilities or other obstructions. If the work activity covered by the Digging Permit request also requires a utility outage, a separate request for the outage shall be submitted.

1.2.3 Preparation of Requests for Digging Permits

Prior to submitting a request for a Digging Permit, the Contractor shall carefully review the area to be excavated to determine the location of existing utilities and other obstructions. The Contractor will review

SECTION 01 15 00.12 10 Page 3 available drawings and will conduct a visual inspection of the site. The Contractor will utilize underground utility detecting devices such as metal and cable detectors to determine the location of existing utilities.

All utility lines found shall be clearly flagged or marked and the location of the utility shall be shown on the drawing to be submitted with the request for Digging Permit.

1.2.4 Existing Underground Utilities

The Contractor is provided notice that existing utilities are present in the construction area which may not be shown, or are inaccurately shown, on the base as-built drawings and the contract drawings. The Contractor shall exercise utmost care in researching locations of existing utilities and reducing damage to existing utilities. Any utilities damaged by the Contractor shall be promptly repaired by the Contractor. The Contracting Officer will review and approve any proposed repairs. Any damage to existing utilities will be immediately reported to the Contracting Officer and the Base.

1.2.5 Use of Underground Utility Detecting Device

Prior to any excavation, a metal and/or cable detecting device shall be used along the route of the excavation. All underground utilities discovered by this method will be flagged a minimum distance of one-half (1/2) meter on each side of the location.

1.2.6 Hand Excavation

Hand excavation methods and special supervisory care shall be used between any flagged markers, in areas of known or suspected hazards, and in areas known or suspected to have multiple and/or concentrated utility lines or connections.

1.3 HAUL ROUTES - SPECIAL REQUIREMENTS

The Contractor shall be responsible for coordinating with the Host Government use of any existing roads as haul routes. Construction, and routing of new haul roads, and/or upgrading of existing roads for the Contractor's use, is the sole responsibility of the Contractor. It shall be the Contractor's responsibility to obtain such local authorizations, permits and licenses necessary to establish his mobilization camp, quarry operations, batching operations and haul routes.

1.4 RESPONSIBILITY FOR PHYSICAL SECURITY

Prior to mobilization, the Contractor shall submit his proposed means of providing project security to prevent unauthorized access to equipment, facilities, materials and documents, and to safeguard them against sabotage, damage, and theft. 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.

1.5 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Each certificate shall be

SECTION 01 15 00.12 10 Page 4 signed by an official authorized to certify in behalf of the manufacturing company involved and shall contain the name and address of the Contractor, the project name and location, description and the quantity of the items involved, and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies.

Certification shall not be construed as relieving the Contractor from furnishing satisfactory material.

1.6 ACCIDENT PREVENTION

The Contractor shall comply with all applicable Host Government laws and with such additional measures as the Contracting Officer may find necessary in accordance with CONTRACT CLAUSE 52.236-13 entitled ACCIDENT PREVENTION (NOV 1991)-ALTERNATE 1 (APR 1984). Applicable provisions of the Corps of Engineers manual entitled Safety and Health Requirements Manual EM 385-1-1, will be applied to all work under this contract. The referenced manual may be obtained from the Contracting Officer's Representative at the jobsite or from the Middle East District at Winchester, Virginia.

1.6.1 Ground Fault Circuit Interrupter (GFCI) Requirement - Overseas Construction

The Corps of Engineers Health and Safety Manual, EM 385-1-1, section 11.C.05.a. states: "The GFCI device shall be calibrated to trip within the threshold values of 5 ma +/- 1 ma as specified in Underwriters Laboratory (UL) Standard 943." A variance from USACE has been granted allowing 10 ma, in lieu of 5 ma, for overseas activities that use 220 Volts(V)/50 hertz(hz) electrical power.

1.6.2 Temporary Power - Electrical Distribution Boxes

EM 385-1-1 section 11.A.01.a. states "All electrical wiring and equipment shall be a type listed by a nationally recognized testing laboratory for the specific application for which it is to be used." This includes temporary electrical distribution boxes. Locally manufactured electrical boxes will not be allowed. Only manufactured electrical distribution boxes that meet the European CE requirements, with 10 ma CE type GFCIs installed shall be allowed.

Contractors shall:

a. Make no modifications that might void any CE or manufacturer certification.

b. Test the installed systems to demonstrate that they operate properly and provide the 10 ma earth leakage protection.

c. Ensure GFCIs will have an integral push-to-test function. The testing shall be performed on a regular basis.

d. Check that proper grounding is checked regularly and flexible cords, connectors, and sockets inspected before each use.

SECTION 01 15 00.12 10 Page 5

1.7 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT

All equipment furnished under this contract, regardless of country of manufacture or purchase, must have in-country service availability. In the event that the Contractor proposed to provide equipment for which in-country service is not available, the Contractor must provide written justification for the Contracting Officer's approval. This justification shall be submitted for each product or material for which a waiver is sought concurrently with the submittal required by the Technical Provisions. Submission of group or "blanket" waivers is unacceptable.

1.8 CONTRACTOR'S MOBILIZATION AREA

The Contractor will be required to coordinate with the Host Government for the area permitted for use of mobilization within the contract limits for operation of his construction equipment and plants, shops, warehouses, and offices. The Contractor shall not be authorized to have living accommodations for his work force on the site. The Contractor is responsible for obtaining any required additional mobilization area above that designated. On completion of the contract, all facilities shall be removed from the mobilization area by the Contractor and shall be disposed of in disposal area coordinated with Host Government. The site shall be cleared of construction debris and other materials and the area restored to its final grade. See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES for additional requirements.

1.9 CONTRACTOR'S OFF BASE MOBILIZATION AREA

The Contractor shall provide, furnish, operate and maintain facilities for his batching operations (e.g. concrete, asphalt, etc.) major shops and living facilities for his workers in an area off base and coordinate with Host Government. The specific area must be located such that no new contractor facilities are within the "Inhabited Building Clear Zone" (approximately 1355 meters, radius) surrounding ammunition/explosives storage and/or handling areas. The Contractor must submit his desired site location to the Host Government for approval. All utilities will be the responsibility of the Contractor and shall be provided at no cost to the Government. On completion of the contract, all facilities shall be removed by the Contractor and shall be disposed of in the manner directed by the ContracHost Governmenter. The site shall be cleared of construction debris and other materials and the area restored to its original condition. See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES for additional requirements.

1.9.1 Facilities Within the Mobilization Site

All facilities within the Contractor's mobilization site shall be of substantial construction suitable for the local weather conditions.

Housing, messing and sanitary facilities shall meet the requirements of Corps of Engineers Safety and Health Requirements Manual EM 385-1-1. The Contractor shall provide all utilities required to make the site self-sufficient.

1.9.2 Special Requirements

The Contractor shall be responsible for coordinating with the Host

SECTION 01 15 00.12 10 Page 6

Government use of any existing roads as haul routes. Construction, and routing of new haul roads, and/or upgrading of existing roads for the Contractor's use, is the sole responsibility of the Contractor. It shall be the Contractor's responsibility to obtain such local authorizations, permits and licenses necessary to establish his mobilization camp, quarry operations, batching operations and haul routes (See paragraphs entitled

"COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS".

1.10 PHYSICAL CONDITIONS

The indications of physical conditions on the drawings and in the specifications are the result of site investigations. Exploration logs (FOR INFORMATION ONLY) are presented as an attachment to this section.

1.11 STANDARDIZATION

Where two or more items of the same type or class of equipment furnished in this project are required, the units shall be products of the same manufacturer and shall be interchangeable when of the same size, capacity, performance characteristics, and rating. The only exception to this requirement is where the items are interchangeable due to conformance with industry standards (valves, fittings, etc.), they need not be by the same manufacturer. This requirement applies to all manufactured items in the project which normally require repair or replacement during the life of the equipment.

1.12 ON-BASE PHOTOGRAPHY PROHIBITION

The Contractor shall not engage in any form of photography without prior written approval from the Contracting Officer.

1.13 PUBLIC RELEASE OF INFORMATION

1.13.1 Prohibition

There shall be no public release of information or photographs concerning any aspect of the materials or services relating to this bid, contract, purchase order, or other documents resulting therefrom without the prior written approval of the Contracting Officer.

1.13.2 Subcontract and Purchase Orders

The Contractor agrees to insert the substance of this clause in all purchase orders and subcontract agreements issued under this contract.

1.14 UNEXPLODED ORDNANCE

1.14.1 UXO Safety Support During Construction

Unexploded ordnance (UXO) may be discovered and/or uncovered within or around the construction work areas. It is the responsibility of the Contractor to be aware of the risk of encountering UXO and to take all actions necessary to assure a safe work area to perform the requirements of this contract. If at any time during contract performance, the Contractor becomes aware of or encounters UXO or potential UXO, the Contractor shall immediately stop work at the site of the encounter, move to a safe location, notify the contracting Officer, and mitigate any delays to scheduled or unscheduled contract work. The Contractor shall not perform nor incur any costs for the removal or disposal of UXO. The

SECTION 01 15 00.12 10 Page 7

Contractor assumes the risk of any and all personal injury, property damage or other liability, arising out of and resulting from any Contractor action hereunder.

1.15 RESIDUAL CONSTRUCTION MATERIAL

All Contractor purchased materials and equipment intended for incorporation into the completed facilities and which are later determined excess to the actual construction requirements, will become the property of the Government. The residual materials and equipment shall be tagged (giving the area where like type material and equipment were installed), and stored in an orderly manner in a designated area as directed and approved by the Contracting Officer.

1.16 CUSTOM EXEMPT CONTRACT

The Contractor shall furnish to the Contracting Officer, just prior to completion of this contract, a consolidated inventory of all inventory of all excess supplies, materials and equipment imported duty free for use under this contract. The Contractor shall either pay required duties on the excesses, re-export the excesses, or the excesses shall become the property of the Government.

1.17 COMPLIANCE WITH HOST GOVERNMENT RULES AND CUSTOMS

The laws of Host Government may prohibit access to certain areas of the country which are under military control. The Contractor shall furnish the Contracting Officer the names of personnel, type, and amounts of equipment, dates and length of time required at the site, and the purpose of entering the host government. It is understood that areas to which rights of entry are provided by the Host Government are to be used only for work carried out under the contract and no destruction or damages shall be caused, except through normal usage, without concurrence of the Host Government.

1.17.1 Contractor's Responsibilities

The following items are the sole responsibility of the Contractor to investigate, estimate as to cost, and assume the risk, as normally encountered by Contractors. The Contractor shall be responsible for determining the effect of the following on his own cost of performance of the contract and for including sufficient amount in the contract price:

a. Official language and type of accounts required to satisfy the officials of the Local Government.

b. Entry and exit visas, residence permits, and residence laws applicable to aliens. This includes any special requirements of the Host Government, including those required by local Labor Offices, which the Contractor may have to fulfill before an application for a regular block of visas will be accepted.

c. Passports, health and immunization certificates, and quarantine clearance.

d. Compliance with local labor and insurance laws, including payment of employer's share of contribution, collecting balance from employee and paying into insurance funds.

SECTION 01 15 00.12 10 Page 8

e. Strikes, demonstrations and work stoppage.

f. Collection through withholding and payment to local Government, of any Host Government income tax on employees subject to tax.

g. Arranging to perform work in the Host Government, to import personnel, to employ non-indigenous labor, to receive payments and to remove such funds from the country.

h. Operating under local laws, practices, customs and controls, and with local unions, in connection with hiring and firing, mandatory wage scales, vacation pay, severance pay, overtime, holiday pay, 7th day of rest, legal notice or pay in lieu thereof for dismissal of employees, slowdown and curtailed schedules during religious holidays and ratio of local labor employed in comparison to others.

i. Possibility of claims in local bureaus, litigation in local courts, or attachment of local bank accounts.

j. Compliance with workmen's compensation laws and contributions into funds. Provisions of necessary medical service for Contractor employees.

k. Special license required by the local Government for setting up and operating any manufacturing plant in the Host Government, e.g.

concrete batching, precast concrete, concrete blocks, etc.

l. Sales within the host government of Contractor-owned materials, and equipment.

m. Special licenses for physicians, mechanics, tradesmen, drivers, etc.

n. Identification and/or registration with local police of imported personnel.

o. Stamp tax on documents, payments and payrolls.

p. Base passes for permanent staff, day laborers, motor vehicles, etc.

q. Compliance with all customs and import rules, regulations and restrictions, including, but not limited to, local purchase requirements.

1.18 RADIO TRANSMITTER RESTRICTIONS

To preclude accidental actuation of sensitive electronic equipment, the Contractor shall not use radio transmitting equipment without prior approval of the Contracting Officer.

1.19 BASE HOT WORK PERMITS

1.19.1 Requirement for Hot Work Permits

Prior to the start of a work activity including hot work (welding, burning, etc.) or the operating of other flame producing devices, the Contractor shall obtain a Hot Work Permit.

SECTION 01 15 00.12 10 Page 9

1.19.2 Requests for Hot Work Permits

Requests for Hot Work Permits shall be submitted through the Contracting Officer to the Base Fire Department a minimum of 7 days prior to the start of the work activity covered by the permit. The request for a Hot Work Permit shall include a narrative description of the work to be accomplished, a list of equipment to be used, and a description of special safety precautions that the Contractor will put in place during the work to assure compliance with EM 385-1-1 and Base Fire Regulations.

1.19.3 Preparatory Inspections and Inspection of Equipment

During the Preparatory Inspection for any work activity including hot work, the Hot Work Permit shall be reviewed. During the Preparatory inspection, all hot equipment and safety equipment shall be checked to assure that it is in proper working order. Safety equipment required by the Hot Work Permit shall be checked at the beginning of each shift to assure that it is in proper working order.

1.20 CONTRACTOR TRANSPORTATION AND CUSTOMS CLEARANCE

All materials and equipment which are not to be incorporated into the project, such as office trailers, cranes, metal forms, etc., as well as any materials not shipped, may be shipped free of duty, if the following actions are taken:

1.20.1 Shipments of Materials

All shipments of materials into the country for use in performance of work under this contract and supplies or services necessary for support of the Contractor's personnel shall be addressed to the shipping address furnished to the Contractor by the Contracting Officer. Address will be furnished upon request by the Contractor.

1.20.2 Contractor's Responsibilities

The Contractor shall be responsible for all customs clearance actions. All necessary arrangements, clearance procedures, and coordination with the Host Government customs, will be the sole responsibility of the Contractor. The Contractor shall submit to the Contracting Officer, with a cover letter, information copies of the shipping documents for the shipment(s) involved. As a minimum, the following shall be included as enclosures, with the cover letter to the Contracting Officer in three (3) copies:

a. Invoice.

b. Bill of Lading.

c. Certificate of Origin.

d. Statement on the cover letter as to Port of Customs Clearance, estimated arrival date, general description of the shipment, quantity and the name of the carrier.

e. Serial number or model number of shipment items.

SECTION 01 15 00.12 10 Page 10

1.20.3 Physical Handling of Materials

The Contractor shall be responsible for performance of all loading, unloading, transportation or other physical handling of materials as may be required, including all movement from carrier unloading site to delivery at the job site and all movement required at the customs area.

1.20.4 Certification

The U.S. Embassy, upon receipt of request of shipping documents, shall issue a letter to the Director of Customs certifying that the materials are being brought into Pakistan under the applicable agreement and should be allowed into Pakistan duty-free.

1.21 REQUIREMENT FOR USE OF U.S. CITIZENS

To assure that the United States maintains a construction capability that is dependable, technically proficient, and responsive to its National requirements and interests this project has been limited to U.S.

Contractors. Therefore, the Contractor shall use U.S. Citizens in key management and supervisory positions at the site of the work to the maximum extent necessary to support this goal. As a minimum three (3) U.S.

Citizens will be required. The following positions are required to be filled by U.S. Citizens:

Project Manager Superintendent Assistant Accident Prevention System Manager Within thirty (30) calendar days after contract award, the Contractor shall submit for approval, an organization chart showing all management and supervisory positions to the foreman level. The chart shall denote those positions which will be filled by U.S. Citizens.

1.22 ATTACHMENT

ATTACHMENT A - Exploration Data

-- End of Section --

SECTION 01 15 00.12 10 Page 11

Field Investigation Data

FOR INFORMATION ONLY

N0ECTDB3

Typewritten Text

2013 GEOTECHNICAL REPORT

Borehole/Augerhole No.

Construction Contractor:

Start Date:

Easting:

Groundwater Level:

End Date:

Northing:

Supervisor:

Drilling Method:

Client:

Elevation:

Project:

Consultant:

GeoScience Associates (GSA), Lahore info@geoscience.com.pk www.geoscience.com.pk

E le v a ti o n m

D e p th

(m

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

MATERIAL DESCRIPTION

G ra p h ic

L g

S a m p le

N o

D e

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

S a m le

S y m b o l s t c m n d c m rd c

N

V a lu e

S a m p le

T y p e

STD. PENETRATION

TEST DATA (blows/.30m)

Notes:

LEGEND

SAMPLER TYPE

SS - Split Spoon NQ - Rock Core, 1-7/8" ST - Shelby Tube UDS - Undisturved Sample AWG - Rock Core, 1-1/8" CT - Continuous Tube

DRILLING METHOD

HA - Hand Auger SR - Straight Rotary HA/LP - Hand Auger/Light Percussion RC - Rock Core HP - Heavy Percussion

This document has been produced by GeoScience Associates solely for the purpose of discussions on the geotechnical issues at the subject Project site. It may not be used by any person for any other purpose other than that specified without the express written permission of GeoScience Associates. Any liability arising out of use by a third party of this document for purposes not wholly connected with the above shall be the responsibility of that party who shall indemnify GeoScience Associates against all claims costs damages and losses

N.A

29-01-2013

N.A

3.0 m

29-01-2013

N.A

Asif Ali

HA/LP

N.A

100 (Assumed)

Shahbaz AirBase Jacobabad

N.A

100.0 0.0

98.0 2.0

96.0 4.0

90.0 10.0

Ground Surface

CLAYEY SILT

Brown, Firm, Clayey Silt, Low Plasticity

SILTY SAND

Brownish Gray, Loose, Silty Sand, Trace Mica

FINE SAND

Gray, Medium Dense to Dense, Fine Sand, Trace Mica

BOTTOM OF BOREHOLE

UDS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

1 100

Start Date:

Easting:

Groundwater Level:

End Date:

Northing:

Supervisor:

Drilling Method:

Client:

Elevation:

Project:

Consultant:

GeoScience Associates (GSA), Lahore info@geoscience.com.pk www.geoscience.com.pk

E le v a ti

D e

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

MATERIAL DESCRIPTION

G ra p g

S a m p le

N o

D e

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

S a m m b o l s t c m n d c m rd a lu e

S a m p le

T y p e

STD. PENETRATION

TEST DATA (blows/.30m)

Notes:

LEGEND

SAMPLER TYPE

SS - Split Spoon NQ - Rock Core, 1-7/8" ST - Shelby Tube UDS - Undisturved Sample AWG - Rock Core, 1-1/8" CT - Continuous Tube

DRILLING METHOD

HA - Hand Auger SR - Straight Rotary HA/LP - Hand Auger/Light Percussion RC - Rock Core HP - Heavy Percussion

This document has been produced by GeoScience Associates solely for the purpose of discussions on the geotechnical issues at the subject Project site. It may not be used by any person for any other purpose other than that specified without the express written permission of GeoScience Associates. Any liability arising out of use by a third party of this document for purposes not wholly connected with the above shall be the responsibility of that party who shall indemnify GeoScience Associates against all claims costs damages and losses

N.A

28-01-2013

N.A

3.0 m

28-01-2013

N.A

Asif Ali

HA/LP

N.A

100 (Assumed)

Shahbaz AirBase Jacobabad

N.A

100.0 0.0

98.0 2.0

97.0 3.0

90.0 10.0

Ground Surface

CLAY

Brown, Firm, Clay, Low to Medium Plastic

SILTY CLAY

Brownish Gray, Stiff, Silty Clay, Trace Mica

FINE SAND

Gray, Medium Dense to Dense, Fine Sand, Trace Mica

BOTTOM OF BOREHOLE

SS

SS

UDS

SS

SS

SS

SS

SS

SS

SS

SS

1 100

Start Date:

Easting:

Groundwater Level:

End Date:

Northing:

Supervisor:

Drilling Method:

Client:

Elevation:

Project:

Consultant:

GeoScience Associates (GSA), Lahore info@geoscience.com.pk www.geoscience.com.pk

E le v a ti

D e

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

MATERIAL DESCRIPTION

G ra p g

S a m p le

N o

D e

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

S a m m b o l s t c m n d c m rd a lu e

S a m p le

T y p e

STD. PENETRATION

TEST DATA (blows/.30m)

Notes:

LEGEND

SAMPLER TYPE

SS - Split Spoon NQ - Rock Core, 1-7/8" ST - Shelby Tube UDS - Undisturved Sample AWG - Rock Core, 1-1/8" CT - Continuous Tube

DRILLING METHOD

HA - Hand Auger SR - Straight Rotary HA/LP - Hand Auger/Light Percussion RC - Rock Core HP - Heavy Percussion

This document has been produced by GeoScience Associates solely for the purpose of discussions on the geotechnical issues at the subject Project site. It may not be used by any person for any other purpose other than that specified without the express written permission of GeoScience Associates. Any liability arising out of use by a third party of this document for purposes not wholly connected with the above shall be the responsibility of that party who shall indemnify GeoScience Associates against all claims costs damages and losses

N.A

27-01-2013

N.A

3.0 m

27-01-2013

N.A

Asif Ali

HA/LP

N.A

100 (Assumed)

Shahbaz AirBase Jacobabad

N.A

100.0 0.0

99.0 1.0

96.0 4.0

90.0 10.0

Ground Surface

CLAY

Brown, Soft, Clay, Low to Medium Plastic

SILTY CLAY

Brownish Gray, Firm to Stiff, Silty Clay, Trace Mica

FINE SAND

Gray, Medium Dense to Dense, Fine Sand, Trace Mica

BOTTOM OF BOREHOLE

UDS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

1 100

Project Name:

Northing:

Location:

Site Supervisor:

Equipment Used:

Testpit Dimentions: Length: Width:

Checked By:

Easting: Elevation:

Construction Contractor:

Testpit No.

Sheet 1 of 1

Date Started:

Date End:

Groundwater Table :

D e p th m

0.0

0.5

1.0

1.5

2.0

S a m p le N o T y p e

S a m p le S y m b o l

M o is tu re C o n te n t

B u lk U n it W e ig h t

(g /c c

L it h o lo g ic S y m b o l

DESCRIPTION REMARKS

GeoScience Associates (GSA), Lahore www.geoscience.com.pk Email: info@geoscience.com.pk

Shahbaz AirBase Jacobabad

N.A

DFAC

Asif Ali

Pick Axe & Hand Shovel

1.5 m 1 m

N.A 100 (Assumed)

N.A

29-01-2013

29-01-2013

N.A

Current Natural Surface Level

CLAY

Brown, Very Soft to Soft, Low to Medium Plastic, Low to Medium Dry Strength

BOTTOM OF TESTPIT

End of LogFOR INFORMATION ONLY

Location:

Site Supervisor:

Equipment Used:

Testpit Dimentions: Length: Width:

Checked By:

Easting: Elevation:

Construction Contractor:

Testpit No.

Sheet 1 of 1

Date Started:

Date End:

Groundwater Table :

D e p th m

0.0

0.5

1.0

1.5

2.0

2.5

S a m p le N o T y p e

S a m p le S y m b o l

M o is tu re C o n te n t

B u lk U n it W e ig h t

(g /c c

L it h o lo g ic S y m b o l

DESCRIPTION REMARKS

GeoScience Associates (GSA), Lahore www.geoscience.com.pk Email: info@geoscience.com.pk

Shahbaz AirBase Jacobabad

N.A

DFAC

Asif Ali

Pick Axe & Hand Shovel

2 m 1 m

N.A 100 (Assumed)

N.A

29-01-2013

29-01-2013

N.A

Current Natural Surface Level

CLAY/CLAYEY SILT

Brown, Very Soft to Soft, Low to Medium Plastic, Low to Medium Dry Strength

BOTTOM OF TESTPIT

End of Log

Location:

Site Supervisor:

Equipment Used:

Testpit Dimentions: Length: Width:

Checked By:

Easting: Elevation:

Construction Contractor:

Testpit No.

Sheet 1 of 1

Date Started:

Date End:

Groundwater Table :

D e p th m

0.0

0.5

1.0

1.5

2.0

2.5

S a m p le N o T y p e

S a m p le S y m b o l

M o is tu re C o n te n t

B u lk U n it W e ig h t

(g /c c

L it h o lo g ic S y m b o l

DESCRIPTION REMARKS

GeoScience Associates (GSA), Lahore www.geoscience.com.pk Email: info@geoscience.com.pk

Shahbaz AirBase Jacobabad

N.A

DFAC

Asif Ali

Pick Axe & Hand Shovel

2 m 1 m

N.A 100 (Assumed)

N.A

30-01-2013

30-01-2013

N.A

Current Natural Surface Level

CLAY/CLAYEY SILT

Brown, Very Soft to Soft, Low to Medium Plastic, Low to Medium Dry Strength

SLUSH

Offwite, Very Hard, Thickly Bedded, Slightly Weathered

BOTTOM OF TESTPIT

End of Log

Location:

Site Supervisor:

Equipment Used:

Testpit Dimentions: Length: Width:

Checked By:

Easting: Elevation:

Construction Contractor:

Testpit No.

Sheet 1 of 1

Date Started:

Date End:

Groundwater Table :

D e p th m

0.0

0.5

1.0

1.5

2.0

2.5

3.0

S a m p le N o T y p e

S a m p le S y m b o l

M o is tu re C o n te n t

B u lk U n it W e ig h t

(g /c c

L it h o lo g ic S y m b o l

DESCRIPTION REMARKS

GeoScience Associates (GSA), Lahore www.geoscience.com.pk Email: info@geoscience.com.pk

Shahbaz AirBase Jacobabad

N.A

DFAC

Asif Ali

Pick Axe & Hand Shovel

2.5 m 1 m

N.A 100 (Assumed)

N.A

30-01-2013

30-01-2013

N.A

Current Natural Surface Level

FILLING

Brownish Gray, Grvells, Hard

CLAY/CLAYEY SILT

Brown, Very Soft to Soft, Low to Medium Plastic, Low to Medium Dry Strength

SLUSH

Offwite, Very Hard, Thickly Bedded, Slightly Weathered

BOTTOM OF TESTPIT

End of Log

Location:

Site Supervisor:

Equipment Used:

Testpit Dimentions: Length: Width:

Checked By:

Easting: Elevation:

Construction Contractor:

Testpit No.

Sheet 1 of 1

Date Started:

Date End:

Groundwater Table :

D e p th m

0.0

0.5

1.0

1.5

2.0

S a m p le N o T y p e

S a m p le S y m b o l

M o is tu re C o n te n t

B u lk U n it W e ig h t

(g /c c

L it h o lo g ic S y m b o l

DESCRIPTION REMARKS

GeoScience Associates (GSA), Lahore www.geoscience.com.pk Email: info@geoscience.com.pk

Shahbaz AirBase Jacobabad

N.A

DFAC

Asif Ali

Pick Axe & Hand Shovel

1.5 m 1 m

N.A 100 (Assumed)

N.A

30-01-2013

30-01-2013

N.A

Current Natural Surface Level

CONCRETE FILLING

Gray, Grvells, Very Hard

CLAY/CLAYEY SILT

Brown, Very Soft to Soft, Low to Medium Plastic, Low to Medium Dry Strength

BOTTOM OF TESTPIT

Location:

Site Supervisor:

Equipment Used:

Testpit Dimentions: Length: Width:

Checked By:

Easting: Elevation:

Construction Contractor:

Testpit No.

Sheet 1 of 1

Date Started:

Date End:

Groundwater Table :

D e p th m

0.0

0.5

1.0

1.5

2.0

2.5

S a m p le N o T y p e

S a m p le S y m b o l

M o is tu re C o n te n t

B u lk U n it W e ig h t

(g /c c

L it h o lo g ic S y m b o l

DESCRIPTION REMARKS

GeoScience Associates (GSA), Lahore www.geoscience.com.pk Email: info@geoscience.com.pk

Shahbaz AirBase Jacobabad

N.A

DFAC

Asif Ali

Pick Axe & Hand Shovel

2 m 1 m

N.A 100 (Assumed)

N.A

31-01-2013

31-01-2013

N.A

Current Natural Surface Level

CLAY/CLAYEY SILT

Brown, Very Soft to Soft, Low to Medium Plastic, Low to Medium Dry Strength

SLUSH

Offwite, Very Hard, Thickly Bedded, Slightly Weathered

BOTTOM OF TESTPIT

End of Log

Location:

Site Supervisor:

Equipment Used:

Testpit Dimentions: Length: Width:

Checked By:

Easting: Elevation:

Construction Contractor:

Testpit No.

Sheet 1 of 1

Date Started:

Date End:

Groundwater Table :

D e p th m

0.0

0.5

1.0

1.5

2.0

2.5

S a m p le N o T y p e

S a m p le S y m b o l

M o is tu re C o n te n t

B u lk U n it W e ig h t

(g /c c

L it h o lo g ic S y m b o l

DESCRIPTION REMARKS

GeoScience Associates (GSA), Lahore www.geoscience.com.pk Email: info@geoscience.com.pk

Shahbaz AirBase Jacobabad

N.A

DFAC

Asif Ali

Pick Axe & Hand Shovel

2m 1 m

N.A 100 (Assumed)

N.A

31-01-2013

31-01-2013

N.A

Current Natural Surface Level

CLAY/CLAYEY SILT

Brown, Very Soft to Soft, Low to Medium Plastic, Low to Medium Dry Strength

SLUSH

Offwite, Very Hard, Thickly Bedded, Slightly Weathered

BOTTOM OF TESTPIT

End of Log

Location:

Site Supervisor:

Equipment Used:

Testpit Dimentions: Length: Width:

Checked By:

Easting: Elevation:

Construction Contractor:

Testpit No.

Sheet 1 of 1

Date Started:

Date End:

Groundwater Table :

D e p th m

0.0

0.5

1.0

1.5

2.0

S a m p le N o T y p e

S a m p le S y m b o l

M o is tu re C o n te n t

B u lk U n it W e ig h t

(g /c c

L it h o lo g ic S y m b o l

DESCRIPTION REMARKS

GeoScience Associates (GSA), Lahore www.geoscience.com.pk Email: info@geoscience.com.pk

Shahbaz AirBase Jacobabad

N.A

DFAC

Asif Ali

Pick Axe & Hand Shovel

1.5 m 1 m

N.A 100 (Assumed)

N.A

31-01-2013

31-01-2013

N.A

Current Natural Surface Level

CLAY/CLAYEY SILT

Brown, Very Soft to Soft, Low to Medium Plastic, Low to Medium Dry Strength

BOTTOM OF TESTPIT

APPENDIX – III

BOREHOLE LOGS

N0ECTDB3

Typewritten Text

2016 GEOTECHNICAL REPORT

Easting:

15 15 15

-- 28 –×–×–×– SPT - 1 2 1 2 3 1.7

--1 28 –×–×–×– SPT - 2 2 2 3 5 2.8

-- 25 –•–•–•–•– SPT - 3 2 3 5…