ATTOCK PETROLEUM LIMITED

ATTOCK PETROLEUM LIMITED 7th Floor Attock House, Rawalpindi, Pakistan. Ph- 051-5127250-4

ATTOCK PETROLEUM LIMITED

TENDER DOCUMENTS FOR

CONSTRUCTION OF APL RETAIL OUTLET (COMPANY

FINANCED) ON DEFENCE ROAD, DEFENCE HOUSING

AUTHORITY, LAHORE.

TABLE OF CONTENTS

1.0 GENERAL CONDITIONS OF CONTRACT

Conditions of Contract Part-1 –Annexure – 1

Conditions of Contract Part-2 –Annexure – 2

2.0 BILL OF QUANTITIES

BOQ –Annexure – 3

3.0 APL’S SAFETY AND SECURITY REQUIREMENTS

APL’s Safety Requirements-Annexure – 4

APL’s Security Requirements-Annexure –5

4.0 SPECIFICATIONS

Specifications for Civil Works-Annexure – 6 (A)

Specifications for Mechanical Works-Annexure – 6 (B)

5.0 DRAWINGS

Drawings-Annexure – 7

Annexure-1

Page 1 of 7

CONDITIONS OF CONTRACT PART-1

General Conditions

Article 1.0: Security

1.1 All Contractors’ Manpower has to prove their identity by submitting National Identity

cards.

1.2 All contractors’ staff working must wear yellow I.D. Cards during working.

Article 2.0: Material and Equipment

2.1 Unless specified otherwise, all the material required for the job will be supplied by the

Contractor. The Contractor shall be allowed to proceed with the job only after material has

been inspected and approved by the Owner/authorized representative of the Owner. The

inspection of both the work and material shall progress till the completion of the job.

2.2 Deleted.

2.3 Diesel generator sets, cable and all accessories including fuel to be provided by the

Contractor, as and when required.

2.4 All tools/equipment required for the execution of the said job to be provided by the

Contractor.

2.5 All equipment/material, consumable or other required for the welding operation i.e.,

welding rods, helmets/visors, goggles, grinder wheels/machines etc. to be provided by the

Contractor. All protective apparel/gear/canopies required during/before or after the

welding operation also to be provided by the Contractor.

2.6 All equipment required for the testing of the executed job to be provided by the Contractor.

Article 3.0: Site Cleaning

3.1 It is the responsibility of the Contractor to clear away all rubbish and surplus materials

from the site at his own expenses on completion of the work and shall leave the site clean

and tidy. The debris shall be removed from site.

3.2 Any usable surplus items redundant from site which are the property of the APL shall be

delivered to the General Stores by the Contractor against a Credit Delivery Order duly

authorized by a representative of the APL. However, in case of material supplied by the

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Page 2 of 7

Contractor, the Contractor can take the surplus material out of APL site after thorough

inspection and approval by the Representative of the Owner.

Article 4.0: Guaranties and Warranties

4.1 A high standard of workmanship shall be maintained by the Contractor as per

Specifications.

4.2 All work shall be guaranteed for a period of one year after issuance of Provisional

Completion Certificate. Should any defect develop during this period, due to bad

workmanship or faulty material supplied by the Contractor, he shall rectify the same at his

own cost to the satisfaction of the Owner’s authorized representative.

Article 5.0: Errors and Omissions

5.1 The Contractor will be responsible for corrections of all errors and omissions related to

their work including resolution of all issues related to their work to the satisfaction of APL

at no additional cost for a period of one year starting from the date of issuance of

Provisional Completion Certificate. Previous approval by the owner shall not relieve

Contractor of the responsibility of rectifying any shortcomings or discrepancies.

Article 6.0: Insurance/Medical

6.1 The contractor shall be responsible for obtaining and keeping in force at his cost an

appropriate (contractors all risk/comprehensive insurance policy from EFU), in a manner

and to an extent and only from an Insurance Company to be approved in writing, by the

owner, valid during the entire period of execution, completion and maintenance of the

works. Contractor shall be able to invoke it when required.

6.2 The Contractor ALL RISK policy shall, inter alias, cover the following risks:

1. Third party risk.

2. Accident or injury to workman.

3. All loss or damage from whatever cause arising for which the contractor is

responsible under the contract.

6.3 In case the contractor fails to submit the insurance policies mentioned in Article 6.2, then

deduction @ 3.43% or as applicable under the law will be made from contractor’s bills.

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Page 3 of 7

6.4 In case of any injury / accident caused to any employee / worker during the course of

employment the Contractor shall immediately refer him to any recommended Hospital of

APL for necessary medical treatment for which charges shall be borne by the Contractor.

6.5 All employees hired by the Contractor for the execution of the works shall be provided all

medical treatment from recommended Hospital of APL at against the prescribed charges of

the Hospital to be paid by the Contractor on case-to-case basis.

Article 7.0: Contractor’s employment conditions

7.1 Contractor shall be independently and directly responsible for payment of dues and wages

to his employees and to settle terms and conditions of their service. He would also be

directly responsible for compliance with all laws, Rules and Regulations that may be

applicable to the employees hired by him for the due execution of this agreement.

7.2 Contractor shall be solely and exclusively responsible for payment of dues under the

Provincial Employees Social Security Ordinance 1965 and contribution payable under

Employees Old-Age Benefits act 1976 and any other law applicable to his establishment.

Article 8.0: Taxes

8.1 Owner will make tax deductions from payments made to the Contractor under this

Contract, as required under the law.

Article 9.0: Additional Services/Change Orders

9.1 Owner during the execution of the said project may call upon Contractor to render any

extra/additional services or change orders with regard to the said project. Payment and

time schedule will be on mutually agreed basis between the Contractor and the owner.

However, in case of any dispute the authorized representative of the Owner reserves the

rights to fix the rates.

Article 10.0: Indemnity

10.1 The Contractor shall indemnify and keep indemnified the owner and all its employees and

assignees against all losses and claims for injuries or damage to any person or any property

what-so-ever which may arise out of or in consequence of the awarded work and against

all claims, demands, proceedings, damages, costs, charge and expenses what-so-ever in

respect of or in relation thereto.

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Page 4 of 7

Article 11.0: Confidentiality

11.1 All data, drawings, analysis etc. provided by the owner or conducted by the Contractor on

behalf of the owner will be held confidential and would not be revealed to any outside

agency/party.

Article 12.0: Law to Govern

12.1 This contract shall be interpreted in accordance with the laws of Pakistan.

Article 13.0: Force Majeure

13.1 The term "Force majeure" means any cause beyond the control of the Contractor, which the

Contractor could not foresee and/or reasonably provide against and which prevents the

Contractor from wholly or partly performing any duties under the Contract. Force Majeure

includes, but is not limited to, any of the following:

13.1.1 War, revolution, insurrection or hostilities (whether declared or not).

13.1.2 Riot, civil commotion or civil uprising

(Other than among the Contractor's Employees);

13.1.3 Earthquake, flood, tempest, hurricane, lightning or other natural disasters (not

including rains of any proportion;

13.1.4 Any fire of major proportions, or explosion;

13.1.5 Epidemic;

13.2 If any event occurs constituting Force Majeure, the Contractor shall give written notice to

the owner as soon as possible describing the Force Majeure and its effect upon the

performance of this Contract, and shall continue to undertake and perform the duties set

forth in this contract as far as is reasonably practicable.

13.3 In the event of a Force Majeure, resulting in a suspension of work, this Contract shall be

extended by a period equal to that for which the Contractor was prevented from

performing.

13.4 If the Contractor's inability to perform by reason of the Force majeure lasts for more than

45 days after notice has been given to the Owner, either party may terminate this contract

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and the Contractor shall be entitled to any sums which would be payable in case of

termination of this contract.

Article 14.0: Suspension of Work

14.1 The Owner may, at any time, by written order to the Contractor (Suspension of Work),

require the Contractor to stop all, or any part, of the work required by the contract for a

period of up to 21 days from the specified effective date.

14.2 Upon receipt of such an order, the Contractor shall immediately comply with its term, and

take all reasonable steps to minimize the incurring of costs allocable to the work covered by

the order.

14.3 Within the period of the Suspension of Work Order, the Owner shall either:

14.3.1 Cancel the Suspension of Work Order; or

14.3.2 Terminate the work covered by such Order as provided in the termination clause of

the contract.

14.3.3 If the Suspension of Work Order is cancelled or the Order expires, the Contractor

shall resume work. An equitable adjustment shall be made as necessary in the time

schedule, the budget, or a combination thereof, or any other provisions of the

contract that may be affected and the contract shall be amended accordingly, if the

Contractor asserts a claim for such adjustment within 30 days after the end of the

period of work suspension.

Article 15.0: Termination by the Owner for Default

15.1 The performance of work under the contract may be terminated by the Owner in whole, or

from time to time in part, in accordance with this clause, whenever the Contractor defaults

in performance of this contract and shall fail to cure such default within a period of 10 days

(or such longer period as the Owner may allow) after receipt from the Owner of a written

notice specifying the default.

15.2 Termination shall be effected by a Notice of Termination to the Contractor specifying that

termination is for the default of the Contractor, the extent to which performance of work

under the contract is terminated, and the date upon which such termination becomes

effective.

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15.3 After receipt of a Notice of Termination and except as otherwise directed by the Owner, the

Contractor shall:

15.3.1 Stop work under the contract on the date and to the extent specified in the Notice of

Termination; and place no further orders, except as may be necessary for

completion of the portion of the work under the contract.

15.3.2 Terminate all orders and to the extent that they relate to the performance of work

terminated by the Notice of termination;

15.3.3 Assign to the Owner as it may direct, all of the rights, titles, and interests of the

Contractor under the orders so terminated, in which case the Owner shall have the

right to settle or pay any claims arising out of the termination of such orders;

15.3.4 With the approval or ratification of the Owner to the extent the Owner may require,

which approval or ratification shall be final and conclusive for all purposes of this

clause, settle all outstanding liabilities and all claims arising out of such termination

of orders and subcontracts, the cost of which would be reimbursable in whole or in

part in accordance with the provisions of this contract;

15.3.5 Transfer title to the Contracting Office and deliver as directed by the Owner, the

completed or partially completed drawings, information, and other property which

would be required to be furnished to the Owner under the contract except that this

requirement shall not apply to goods for which the Contractor has not been

reimbursed.

15.3.6 Complete performance of the part of the work which has not been terminated by

the Notice of Termination; and

15.3.7 Take such action as may be necessary for the protection of the property related to

this contract which is in the possession of the Contractor and to which the Owner

has title.

15.3.8 If the contractor fails to complete the job the owner reserves the right to carry out

the remaining jobs at the risk and cost of the contractor by engaging another

contractor.

15.3.9 If the contractor fails to start the work after the lapse of mobilization period or his

performance is slow, the Owner reserves the right to terminate the contract.

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15.4 If the progress of the work is slow or the Contractor fails to complete his obligations under

this Contract then the Owner may terminate the Contract and will carry out the remaining

work through other sources at the risk and cost of Contractor.

Article 16.0 Subcontracts or Assignments

16.1 The Contractor shall not subcontract all or any part of the Contract without first obtaining

Owner’s approval in writing of the sub-contracting and the sub-contractor.

16.2 The Contractor guarantees that any or all sub-contractors to the Contractor for performance

of any part of the work under the Contract will comply fully with the terms of the Contract

applicable to such part of the work under the Contract.

Article 17.0: Inspections

17.1 The Contractor agrees to permit Owner/authorized representatives of the Owner to

inspect the activities, and work pertinent to this Contract.

Article 18.0: Amendments

18.1 Modification of the terms of this contract shall be made by an amendment signed by the

parties. Any amendments, including such amendments, which increase the Contract

amount or extend the completion date of the Contract, must be approved by the Owner.

Article 19.0: Dispute and Appeals

19.1 In the event of any dispute that the parties hereto are unable to resolve, "Inter parties" the

parties hereto agree to submit such dispute to arbitration under Pakistan's Arbitration Act

(X of) 1940 in Civil Courts of Rawalpindi.

Article 20.0: Delays on the part of Owner

No delay in the contract on the owner’s side will be admissible unless the contractor has

advised the owner about it in writing within two working days after occurrence.

Annexure-2

General Condition Part -2 Page 1 of 3

CONDITIONS OF CONTRACT - PART -2

Conditions of particular application

Article 1.0: Work Schedule

1.1 Work to be carried out according to specifications and instructions of Owner/authorized

representative of the Owner following the work schedule provided by the Contractor and

approved by the Owner.

Article 2.0: Liquidated Damages

2.1 The work shall be completed to the approval of the Owner/ authorized representative of

the Owner within 150 Calendar days (excluding 7 days of mobilization) of start failing

which the Contractor will be liable to Liquidated Damages @ 0.3% of the contract value per

day up to a maximum of 10% of contract value after final measurement. The liquidated

damages will be imposed for each day of delay in achieving the milestones stipulated in

work schedule and shall be deducted from running bills. This shall however, be refunded

whenever the progress is back on schedule.

Article 3.0: Payment Schedule

3.1 All payments shall be made on monthly basis after bills submitted by Contractor have been

verified by Owner/ authorized representative of the Owner, whose decision will be final

and binding. Payment will be made to the Contractor once a month up to a maximum of

90% (after deduction of 10% retention money) of estimated value of work done as certified

by the Owner. However, other deductions (advance, taxes, insurance etc.) will be made

from the bills as applicable under the contract.

3.2 The Contract price includes all charges such as labor, plants, tools, cartage and all taxes etc.

as may be levied by the Government/Semi-Government Authorities till completion of the

job.

3.3 Payment against secured advance will be made @ 75% of estimated cost of material as per

verification of owners authorized representative. No advance against cement is allowed.

3.4 No increase or decrease resulting through any change in the fiscal policies of the

Federal/Provincial Governments affecting the existing taxes or levies on such materials as

are to be incorporated in the works or by way of any additional/enhanced benefits to the

labor or any fluctuations in the foreign exchange rates or on any other account shall affect

the Contract price.

Annexure-2


3.5 Contract price can be varied up to a maximum of 10% on same unit rates as given in the

Scope of Work. However if variations are exceeding 10% of contract value or additional

work (non BOQ) whose rates are not covered in the contract has been included than the

contract will be amended after mutual agreement with the contractor.

Article 4.0: Authorized Representatives

4.1 For coordination / execution and other purposes to this Contract and the Project,

_______________________________________ Mr. will

act as the Contractors authorized representative. He will co-ordinate and will inform the

Owner regarding progress of the work

4.2 For implementation and other purposes of this Contract and the Project, Mr. Yahya Jan

will be authorized to act for & on behalf of the Owner.

Article 5.0: Retention money

5.1 10% of the Contract value will be retained from the running bills as retention money.

Retention money will not be deducted from advance payments; however, deductions from

all running bills will be made proportionately so as to retain 10% of the Contract value. The

owner will release retention money one year (i.e maintenance period) after issuance of

Final Completion Certificate of works.

Article 6.0: Earnest money

6.1 2% of bid amount deposited, as earnest money along with the bid will be released after

60% of completion of work as verified by engineering department.

Article 7.0: Advance payments

7.1 10% of the contract value will be paid to the contractor as advance against mobilization if

required by contractor after the contract has been signed and the contractor has furnished a

Bank Guarantee for the full amount of advance payment. The guarantee should be from a

scheduled bank acceptable to the owner and the conditions of the guarantee shall bind the

contractor to pay the owner in full or any part of the advance payment, which remains not,

paid by the contractor to the owner. Advance payment made to the contractor will be

adjusted proportionately from all running bills till full adjustment of the advance payment.

Annexure-2


Article 8.0: Transportation

8.1 Transportation of material to site is the responsibility of the contractor.

Article 9.0: Supply/Storage of material

9.1 Contractor will have to make his own arrangement for storage of material and equipment at

site during contract period.

9.2 Unless specified all material required for the execution of job is to be provided by the

contractor including consumables. However, material supplied by the contractor will only be

incorporated in permanent work after Owner’s representative has verified it.

Article 10.0: Progress Report

10.1 If required, monthly progress reports shall be prepared by the contractor and submitted to

the owner in accordance with the requirement of the contract.

Article 11.0:

11.1 Any deliberations held, correspondence exchanged, minutes recorded or any views

expressed for or any issue in any manner whatsoever prior to the signing of the Agreement

shall have no legal sanctity and will be construed as non-existent. The same partly or

wholly shall not be cited for any clarification or interpretation on any of the provisions

contained in the Agreement in aid thereof. The stipulations contained in the Agreement

mutually agreed and lawfully signed shall only be enforceable in its own tone and tenor

without any consideration to any eventuality outside the scope of agreement.

11.2 Any damages to property caused due to your executions shall be repaired at your risk and

cost.

11.3 Compaction tests shall be undertaken at your cost as and when desired by the company.

11.4 Work execution must be planned to ensure that movement of vehicles is least disturbed.

11.5 Payment shall be made on actual measurements.

Annexure-4

APL’s Safety Requirements Page 1 of 4

APL’S SAFETY REQUIREMENTS

The contractor is responsible for all employees working for him and all other persons calling on

him or doing business with his firm while working inside the premises of APL Site. The

contractor is responsible for explaining all safety instructions to the concerned staff and he is

also responsible for explaining and securing compliance with APL Site’s rules and practices by

any sub-contractor engaged by him for work inside APL Site.

It is imperative to eliminate a cause of accident by engineering revision or by safe guarding or

to limit exposure time to hazardous dust, mist, vapors or excessive noise to acceptable levels by

administrative procedures, use of personnel protective equipment (PPE) is mandatory.

The following requirements must be strictly adhered to:

1) Use of safety helmets, safety shoes, cotton gloves (wherever required) and overalls

approved by the owner are must for working inside the APL Site.

2) In case of work to be carried out at a height to 10 ft. or above, safety belts to be used.

3) Cranes, winches and chain blocks must not be used to lift persons.

4) For works above 8 ft., scaffolding should be used and use of ladders should be strictly

avoided, except where platforms are available or with the permission of safety

department.

5) For following specialized jobs, the required safety measures/equipment will be must to

use as mentioned below:

5.1 Welding and grinding jobs

a) Welding helmet

b) Face shield

c) Chrome leather welder’s gloves (welder only)

d) Aural Plugs

e) Flashback Arrestors

5.2 Rockwool/Glasswool Insulation

a) Peak helmet with chin straps

b) Safety goggles

c) Filter /dust/mist masks

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5.3 Crane operations/rigging jobs

a) Periodic crane testing to be carried out

b) Peak helmet with chin strap

c) Safety goggles

d) Area to be cordoned off

e) Contractor to provide detailed rigging plan for critical lifts along with

load charts.

6 Transport inside APL Site

a) All heavy vehicles operating in the APL Site and camp area must have a helper to

guide the driver while reversing the vehicle.

7 Penalty for violation of safety rules

If the contractor or any of his employee or sub-contractor found not complying with the

safety requirements of APL during the execution of the jobs, the firm will be liable to a

penalty as given below:

a) For contract up to Rs. 5 million, a penalty of Rs.10,000/- will be imposed if

the contractor fails to adhere by APL’s safety rules.

b) For contract above Rs. 5 million, a penalty ranging from Rs.10,000/- upto

Rs.100,000/- will be imposed if the contractor fails to adhere by APL’s safety

rules.

For any serious violation of safety rules, the Owner reserves the right to

terminate the contract without assigning any reason. In this case, outstanding

bills of the contractor will be forfeited or otherwise adjusted against the assessed

loss to the company.

Annexure-4


APL SAFETY RULES: ELECTRICAL CABLE & CONNECTION

Safety at work is of prime importance. Temporary job sites / project areas are most vulnerable

and extra precautions must be taken for making these places safe for working. It has been

observed that due care is not taken when temporary electrical connections are made. Following

instructions must be followed for eliminating hazards due to electrical cables:-

1. A qualified person from electrical section for suitability of its rating and type must

check all temporary cables. Megger test of all cables to be carried out.

2. Temporary cables must not be laid on the ground. It must either be supported on

proper supports such that it is at least 18 inches above ground throughout its length

(Wye type supports can be used for this) or it must be buried underground / placed

in proper sleeves to avoid any damage.

3. Road crossings must be done from under the culverts, through already laid

underground sleeves or through metallic pipe laid on the road properly fastened at

both ends of the road and covered with sand to make a smooth slope.

4. Where overhead crossing is done, at least 10 feet clearance shall be given on the

walkways and eighteen feet on the roads. All underground cables must be marked

with suitable signboard.

5. All main cables must have safety cut outs at both its ends. (MCCB can be used for

this). Electrical department shall confirm suitability of the circuit breaker / cutout in

writing on the back of the permit issued for the job. All circuit breakers / cut outs

shall be placed at easily accessible well-illuminated and prominent place.

6. Cable joints must be avoided in all temporary cables. However, where unavoidable

due to the length of the circuit, each joint shall be thoroughly checked by electrical

department and yellow PVC tape bands shall be used on both ends of the joint to

make it prominent. Electrical section shall note down the number of joints on the

back of the permit issued for the job. No one is allowed to open or repair the joint in

the absence of a qualified person from electrical section.

7. All electrical switchgears shall be adequately protected from rain and adverse

weather by using proper housings and shades. Safety department shall ensure this.

Annexure-4


8. All live wires, cable ends, connections etc. shall be properly covered to avoid

accidental touching by those working in the area.

9. All metallic housings, stands for switchgear and machines shall be properly earthed.

Safety department shall ensure this. Electrical section shall identify suitable

grounding point.

10. All underground cables when removed must be completely checked before it is

again used.

11. No electrical cable to be laid inside dyke wall of a live / operational tank.

12. All the electrical fittings to be of industrial type.

FIRE AND SAFETY CHECKLIST

1. Inspection of tools and equipment (Hand & Power Tools, Sling and Lifting Gears,

Scaffolding, Ladders, Sandblasting and Grid Blasting Equipment, Gas Cylinders,

Main Riding Baskets, Pressure Testing Equipment etc.) will be implemented by all

contractors on monthly basis.

2. Compliance of personal protective equipment should be done 100%.

3. Load Lifting Certificates of Cranes and Lifting Gears should be provided by the

contractors if asked.

4. Flame arrestors should be used on the any vehicle / equipment of Contractors.

Contractor drivers should obtain safety-driving permit from fire & safety

department.

5. If any unsafe act / conditions found during execution of job, Fire & Safety

department / project coordinator is authorized to stop the job and contractor will be

responsible for the implementation of recommended corrective measures.

6. APL management reserves the right to add / amend in safety regulations as and

when required.

7. Contractor to get his equipment (welding sets, grinders, gas cutters etc.) certified

from APL Fire & Safety Department on quarterly basis.

Annexure-5

APL’s SECURITY REQUIREMENTS Page 1 of 1

APL’s SECURITY REQUIREMENTS

1. In case of emergencies, the Contractor shall clear all the roads and in no case shall block the

Main entrance.

2. Contractors and their employees will have to display their yellow ID Cards.

3. Contractors’ employees will have to stay within the Project Area. Loitering inside the APL

premises shall not be allowed under any circumstances and the Contractors’ employees

shall be confined to immediate vicinity of work site.

4. All Contractors’ vehicles are allowed, provided the vehicle is searched and cleared by the

Security. The transport is generally allowed only for shifting material from outside the APL

premises to the work site.

5. All Contractors’ employees must possess the National Identity Cards, a photo-copy of

which shall be deposited to APL.

6. Contractors’ employees will not be allowed to stay inside the APL Premises over-night.

7. In case of breach of Security or Safety requirements of APL, the Company shall impose a

fine and/or the APL premises Entry Permit of the concerned employee shall be cancelled.

8. Tractor trolley will not be allowed to enter inside the APL Premises without Co-driver.

9. Security Passes are returnable.

10. For urination proper places are utilized.

Annexure-6A

SPECIFICATIONS FOR CIVIL WORKS Page 1 of 11

SPECIFICATIONS FOR CIVIL WORKS 1. GENERAL: a. Entire work shall be carried out within the specifications given hereunder and or

those shown on drawings.

b. The method of construction employed and the Workmanship shall be in accordance

with current recognized good Engineering practice and bonafide principles.

c. The work timings shall be in accordance with APL requirements.

d. Site plan may be seen in the office of the Manager (Engineering). The contractor is

deemed to have inspected and acquainted himself with site conditions and no claim

what-so-ever at this account will be entertained.

2. EXCAVATION AND EARTH WORK:

a. The site shall be cleared without extra charges of all rubbish spoil or over burden

etc. and made level as directed by the Engineer Incharge before buildings etc. are

set out.

b. The contractor shall set out the works and shell is responsible for true and perfect

setting out of the same and for the correctness of the positions, levels, dimensions

and alignment of all parts thereof.

c. Excavation should be carried out in accordance with excavation plans on the

drawing.

d. Excavated material unsuitable for use as fill and backfill shall be disposed off by the

contractor at locations approved by the Engineer within specified free haulage

limit.

e. Excavation for pits, cable trenches equipment foundations and other structure shall

be taken out to the levels and dimensions as the Engineer may direct.

f. Before starting the excavation, the contractor shall ensure the correct alignment of

the pipelines on the ground, depth and width of excavation of the trench, all in

accordance with the drawings and instruction of the Engineer.

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g. The excavation done in excess of mutual requirements, and dimensions as shown

on drawing and/or subsequently ordered shall be filled with P.C.C. (1:5:10) at the

Contractor's own expenses without extra cost.

h. The excavated material shall either be used on buildings for filling under floors and

around foundations or transported and disposed off as directed by Engineer

Incharge.

3. CONCRETE WORK:

a. Coarse Aggregate: Coarse aggregate shall consist of crushed stone, gravel or

approved crushed stone (Approved stone) inert material with similar characteristic

or combination of such material having clean ,hard, durable, uncoated particles free

from injuries amount of salt for all R.C.C./P.C.C.

b. Fine Aggregate: Approved course sand of grading (Approved) shall be used for all

R.C.C. and P.C.C. work as well as for plaster work.

c. Water: Water to be used in the work for mixing and curing of concrete and for

washing of aggregates shall be potable water and shall be free from other

impurities.

d. Mixing: Concrete mixing shall be carried out by power operated concrete mixing

machine. Hand mixing shall only be allowed where the total mix per day in any

particular job does not exceed 30 cft. Hand mixing for R.C.C. work shall not be

allowed.

e. Strength of Concrete: The minimum crushing strength of concrete (1:2:4) mix at the

age of (7) days and (28) days shall be 141 and 210 kg/sq.cm respectively. In case of

concrete mix (1:3:6) the strength at the age of (7) and (28) days shall be 70.30 and

105.45 kg/sq.cm respectively. Cube size will be 15 cm x 15 cm x 15 cm.

f. All cubes will be prepared and tested on contractor's own expenses from any

Government Laboratory for any work required to be tested by APL. And if results

show that strength of concrete is less than as specified, work will be rejected and

redone by the Contractor on his own risk and cost.

g. Adequate protection is provided and approval is obtained from the Engineer,

concrete shall not be placed when it is raining, during hot period, the temperature

of concrete shall be not rise above 32 degree centigrade.

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h. Concrete shall be conveyed and deposited as quickly as possible after mixing and

shall proceed within 40 minutes before the initial setting time start unless and

otherwise some retarding material shall be used as directed by the Engineer.

i. All work such as excavation, farm work, and reinforcement inserts ready for

concreting shall be subjected to the Engineer approval; concrete shall not be placed

until the Engineer has indicated that he is satisfied with the work.

j. Joint filler shall be a high-grade performed compressible, resistant water proof as

approved by the Engineer.

4. REINFORCEMENT:

a. All reinforcement will be prepared, bended, binded and placed in position using 18

BG binding wire and shall be checked and approved by the Engineer Incharge

before pouring of concrete is allowed.

b. The steel chairs should be provided wherever required and spacer blocks should be

of the same class concrete as that of in the slab etc.

5. BRICK/STONE WORK

a. The sand for cement mortar shall be fine graded (Approved).

b. For mortar 1: 4 ratio, the average compressive strength of their Nos. 50 mm cubes

shall not be less then 126kg/cm2 (1800) at 28 days.

c. All bricks / Blocks, except otherwise specified, shall be of 1st class quality made

from good material, free from saline deposits and shall be free from flaws, cracks,

chips, stones and modules of lime.

d. The average compressive strength of bricks / block in any case shouldn’t less than

1450 psi / 1200 psi respectively and also rendering good ringing sound in case of

bricks.

e. All bricks to be submerged for 2 to 4 hours and when soaked for 24 hours shall

absorb 15 to 20 % of water of its weight.

f. Masonry work in foundations shall be flush pointed as the work proceeds in same

mortar without extra cost.

g. Building paper in double layer shall be provided on plastered surface finished in

(1:4) cement mortar under the bearing of lintels, beams, and roof slabs.

Annexure-6A


h. External faces of super structure, where plastering is not shown in drawing shall be

pointed struck with (1:2) cement mortar.

i. All stones to be soaked in water for two hours, if so directed, before being lay in

cement mortar. All joints to be well flushed up at every course. The walls shall be

carried out regularly not leaving any apart more than 1 m lower than another

unless special circumstances render this impracticable. Any wall left at different

levels to be racked back. Courses to be properly leveled, quoins, jambs and other

angle plumbed as the work proceed.

6. CURING:

The concrete shall be kept continuously wet by the application of water for a minimum

period of seven days after the concrete has been placed. Cotton mats, carpets or sand

blankets, may be used as a curing medium to retain the moisture.

7. SCAFFOLDING/FORM WORK:

a. All formwork shall be of steel unless otherwise directed by the Engineer.

b. All form work and shuttering shall be approved by the Engineer In charge

before binding and placing the reinforcement.

c. The design of formwork and its pertinent calculation should be submitted to

the authorized Engineer of APL.

d. Contractor shall provide safe scaffolding of adequate strength for use of

workmen at all levels and heights at his own expenses; damage to masonry

form scaffolding or from any other cause shall be repaired by the contractor

at his own expenses.

8. PLASTERING:

a. Except as may be otherwise shown or specified, all plaster shall be cement

plaster. Plaster shall include partition column, plastered jambs and other

returns, reveals and back of recesses and alcones jambs and head of windows

and doors, unless otherwise specified or shown on drawings.

b. Whenever required, the Puddlo should be used according to manufacturer

prescription and as directed by the Engineer.

Annexure-6A


9. FLOORING:

The surface of concrete floors shall be finished fair. The floors shall be laid in alternate

layers with granular material laid under sand be properly compacted or as directed by

Engineer.

TERRAZO FINISH:

The thickness of terrazo finish shall be 10 mm. It shall consist of 1 part of cement and

two parts of marble chips passing through 3 mm and retained on 2 mm screen. The color

of pigment where used shall be approved by the Engineer. The coloring pigments will

not, however be added to the gray cement. Surface of the terrazo shall be rubbed with

carborundum blocks, after three days of lying. The oxalic acid powder shall be used on

the surface with pieces of felt and a few drops of water and a glossy finish obtained by

applying an approved floor polish.

MOSAIC TILES:

1’ * 1’ tiles in white or colored cement or specify on drawing or as directed by the

Engineer shall be used. All joints shall be approximately 1.5 mm wide parallel to walls

and a right angles o each other.

Glazed tiles should be used on the wall while mat tiles on the floor. All the corner of the

tiles are properly chamfered. There should be proper slope as per drawing.

10. TERMITE CONTROL TREATMENT:

An emulsible concentrate insecticide shall be used for dilution with water. Specially

formula to prevent by termites. Fuel oil will not be permitted as a diluent. Provide a

working solution of one of the following chemicals and concentrations.

1) Aldrin chemical toxicant, emulsifiable to 0.5% with clean water.

2) “Dieldrin” chlorinated hydrocarbon, emulsiafiable to 0.5% with clean water.

11. WOOD WORK: a. All timber to be used shall be seasoned and preserved and first class deodar wood

only, unless otherwise specified on drawings. Hard wood where specified shall be

first class shisham wood. All timber shall be subject to approval of Engineer

Incharge and priming cost will only be applied after the manufactured items have

been checked and passed.

b. All flush doors will be prepared under the instructions of Engineer Incharge or

flush doors manufactured by the reputed firms can be provided after approval of

the Engineer Incharge.

Annexure-6A


c. A sample of board of all types of fittings and fixtures of doors and windows shall

be provided by contractor free of cost for approval of Engineer Incharge.

d. Nails shall be cut brads, cut clasp. Oval, square or round wire of approved

manufacture and length as required.

12. STEEL WORK;

a. Railing and grill to be provided shall be steel profile, pattern and design shown on

drawing.

b. Samples of iron mongary for each contract shall be submitted by the contractor to

the Engineer-in-Charge for approval before ordering.

c. Galvanizing shall be a through even coat of zinc free from strains, bare spots and

defects, at the rate of 610 gm of zinc per sqm of materials measured on the sides.

13. ALUMINUM WORK:

a. Aluminum shall be Pak cable unless otherwise as directed by the Engineer.

b. Doors and windows to be provided shall be of profile, pattern and design shown on

drawings and shop drawings manufacture by reputable manufacturer approved by

the Engineer.

c. The structural shape of the aluminum members shall be of uniform quality, color

and temperature, clean, round and free from the injurious defects.

d. The manufacture shall furnish his standard written guarantee against leakage of

rain, accessing infiltration of dust and air and all defects in materials and

workmanship covering all work.

e. The accessories shall be tape or ribbon of polymerized butyl or mixture of butyl and

polyisolbytlene compand with inert fillers and pigments, Solvent based 95% solid.

14. PAINTING/GLAZING: a. The term ‘paint” as used includes Synthetic Enamel Paint, Emulsion and Distemper

will be used only from Dulux or Robbialac, as directed by Engineer Incharge.

b. 5 mm. glass sheets shall be provided to all glazing area except otherwise specified

on drawings or as instructed by the Engineer Incharge.

Annexure-6A


d. All putty will be prepared in synthetic varnish. 15. INTERNAL SANITATION: All sanitary work with connected accessories required to complete the work shall be of best

quality Pak Made and shall be fitted after approval of Engineer Incharge except otherwise

mentioned in the Contract/Agreement.

Sample to be prepared and submitted to APL for approval.

16. INTERNAL ELECTRIFICATION AND WATER SUPPLY:

• All work shall be carried out as per specifications and drawings and as instructed

by the Engineer Incharge. All material shall be approved before incorporation in

works

• All electrical wires to be of genuine Pakistan Cables or Newage Cables or Poineer

• All Telephone cable (0.6mm2, 5-pair) to be of genuine Pakistan cables.

• All Telephone cable (0.6mm2, 5-pair) to be of genuine Pakistan cables.

• All switches, switch/sockets, Tel sockets, fan dimmer etc. to be of genuine

• All internal buildings PVC pipes to be either of Galco or Shavyl make.

• All under forecourt & canopy schedule 40 uPVC conduits of AGM / Pak-Arab/

Dadex make

• Clipsal / SWITCH KID /ALPINE SERIES make must be in white or ivory color.

• All switch/sockets & Tel sockets will be placed in corners.

• All masonry work including cutting of walls etc. and replastering / retouching

etc. back to its original state to be done by the contractor.

• All ceiling fans to be adjusted at a height 9 feet from ground.

• Extension pipe etc. for adjustment to be supplied by contractor.

17. ROAD AND PAVING WORKS: FILL MATERIAL;

Material for embankment shall consist of suitable material excavated from barrow, road

way excavation or structural excavation. Contractor shall use AASHTO class A-1, A-2, A-3,

A-4, or other material approved by Engineer.

CBR of the material should not be less than 5% in any case.

GRANULAR SUBBASE: Granular sub base material shall consist of natural or processed aggregates such as gravel,

sand or stone fragments and shall be clean from dirt, organic matter. The max passing size

should not be greater than 2-1/2”. The material shall have a CBR value of at least 30%.

Annexure-6A


The material passing through sieve # 40, when prepared in accordance with AASHTO T

146-49 having liquid limit 25% max & plastic index 6% max.

BASE COURSE: Material for base course shall consist of hard durable gravel, rock or fragments. It shall be

free and clean from organic matters lumps of clay and deleterious substances.

The material shall be well graded such that the coefficient of uniformity D60/D10 shall be

greater than four.

The coarse aggregate shall have a percentage of wear by Loss Angeles Abrasion test

(AASHTO T-96) of not more than 40%

The material shall have a loss of less than 12% when subjected to 5 cycles of the Sodium

Soundness test according to AASHTO T_104.

The material passing the 19mm sieve shall have a CBR value of a minimum 80% tested

according to AASHTO t-193.

Laminated material shall no be allowed.

EXECUTION: The base course consist of crusher run stones which shall be well compacted until there is

no movement of the stones under the roller.

The surface of the top course shall be checked for compliance with grade and profile and

any irregularities made good by the addition of new material which shall be added in before

the layer of material is fully compacted. It is advisable that rolling the top layer, the laying of

material shall be to the right grade and level allowing for settlement due to rolling. . If the

density is less than 100 percent of maximum density as determined by AASHTO T 10, the

contractor shall perform additional rolling may be necessary to obtain that density.

WATER BOND MACADAM: AGGREGATE: Coarse aggregate and screening shall consist of crushed stone. Coarse aggregate shall have a

percentage of wear by the LOS ANGELESS TEST of not mare hen 50%. Screening shall be of

suitable binding quality. The screening shall be of following gradation.

Sieve designation Percentage passing by Wt

Passing 3/in.Sieve 100 Passing No.4 sieve 85-100 Passing No 10-30

Water bound macadam work shall not be constructed during freezing weather or on wet or

frozen sub-grade or sub base course. The base course shall be constructed in complete

layers of not less than 3” or more than 41/2 compacted thicknesses or as directed by the

Engineer. Coarse aggregate shall not be spread more than 15,000 sq.ft.

Annexure-6A


After proper compaction the screening shall be spread in thin layers at a uniform and slow

rate to insure filling all voids, immediately after the voids of a layer have been filled with

screening, the macadam shall be sprinkled with water, the sprinkler being followed by the

roller. The density tests shall be performed in accordance with AASHTO TT 14 modified to

include only material passing a ¾” inches sieve. If the density is less than 100 percent of

maximum density as determined by AASHTO T 10, the contractor shall perform additional

rolling may be necessary to obtain that density.

BITUMINOUS PRIME COAT: The bituminous materials shall be of the type and grade call for in the bid schedule. The

material used for prime coats should have high penetrating qualities. The cutback MC-0

grade is best suited for priming very dense flexible base and rate of application usually

varies from 18 to 32 lbs per 100 sft. A quantity of 20lbs/100 sft is usually recommended.

The ideal rate of application of a primer is the maximum that will, under favorable weather

conditions, be completely absorbed by the base material within 24 hrs from the imo of

application.

The application is prohibited when the weather is foggy or rainy, or when the temperature

is below 15 degree centigrade and rising above 60 centigrade unless otherwise directed by

the Engineer.

Bituminous materials shall be applied by means of a distributor at the rate or rate directed

by the engineer, which will usually be from 12 to 18 lbs per 100 sft and at a temperature

within the range for the type and grade 44 of bituminous and the type of the distributors.

BITUMINOUS TACK COAT: Bituminous material shall be of type and grade called for in the bid schedule and shall

conform to the requirements. When more than grade is shown in the bid schedule the

grade shall be that directed by the Engineer, However materials commonly used for tack

coats include the rapid curing liquid asphalts, RC2, RC3, RC3, emulsified asphalt of quick

breaking type bituminous of 80/100, 20/150, or 150/200 penetration or lighter grades.

BITUMINOUS PLANT MIX COURSE; The Aggregate shall consist of coarse aggregate of crushed stone or stone, composed of

hard durable pebbles or fragments and fine aggregates of crushed gravel or stone or sand

etc. The aggregate shall be from vegetation’s, or clay or, particles within soften appreciably.

The coarse aggregate shall have the percentage of wear by Los Angeles abrasion test of not

more than 50.

The percentage of bituminous binder by weight of dry aggregate will usually be in the

range of 3-7 percent depending on the type of material. The exact percentage to be used

shall be fixed by Engineer on the basis of laboratory tests on the job mix.

Plant mix base course material can be laud in virtually all weather conditions except where

there is standing water or very heavy rain Plant mix base course shall only be constructed

Annexure-6A


when the surface is dry, when the atmospheric temperature in the shade is above 40 F and

rising or above 50 f.

The placing and compacting of bituminous materials shall progress in section not more

than 1 mile in length. The bituminous mixture shall be spread, shaped and finishing

with a mechanical paper approved by the Engineer.

Thickness and weight requirements including test measurement and corrective measures shall be in accordance with following.

1) Thickness: Not more than 3/8 of the specified thickness 2) Weight: No more than 10 percent if specified on a weight per unit area basis. All edges shall be trimmed by the contractor to neat lines in accordance with the plans.

BITUMINOUS SURFACE TREATMENTS

Surface Treatment Aggregate

Bituminous Material

Type Application Size # Qty. (Kg./Sq.M) Qty. (Liters/Sq.M) Type

Single

Single

2

12.5

1.19 (a)

1.63 (b)

Double

First

1 24.0

1.90 (a)

2.14 (b)

Second

2 12.5

1.19 (a)

1.63 (b)

Tripple

First

1

24.0

1.90 (a)

2.14 (b)

Second

2

12.5

1.19 (a)

1.63 (b)

Third

3

6.5

0.68

(c)

Seal coat with Aggregate

4

4

0.5

(c)

US standard sieve Percent passing by weight Size No. 1 Sieve No. 2 Sieve No. 3 Sieve No. 4 No. 4 (4.75 mm) 0-5 0-15 10-30 85-100 No. 8 (22.38 mm) 0 0-5 0-10 10-40 No. 16 (1.18 mm) - 0 0-5 0-10 No. 200 (0.075 mm) - - 0 0

(i) Bituminous material types are (a) asphalt cement, (b) cut-back or emulsified and (c) asphalt cement, cutback and emulsified.

Annexure-6A


(ii) Quantities of bituminous material may be varied by the Engineer by + 15% depending on site conditions.

(iii) Prime coat shall be applied prior to the surface treatment for the newly constructed payment at the rate as specified by the Engineer.

MATERIAL REQUIREMENTS

Mineral Aggregate

The Aggregate shall consist of coarse aggregates, fine aggregates and filler material, if required

and shall be clean based, tough, durable and sound particles of uniform quality and from

decomposed material, vegetable matter shall clay, lumps and other delirious substances.

The filler shall consist of finely divided mineral matter such as rock dusts, hydrated lime,

hydraulic cement or other suitable mineral matter free from lumps, balls or other deleterious

material and shall confirm to the following gradation: -

US Standard Sieve Percent Passing by Weight

No. 30 (0.600 mm) 100 No. 50 (0.300 mm) 95-100

No. 200 (0.075 mm) 75-100 The coarse and fine aggregates shall meet the following requirements:-

(a) The percent of war by the Los Angles Abrasion test (AASHTO T 96) shall not be more than thirty (30).

(b) The loss when subjected to five cycles of the Sodium Sulphate Soundness test (AASHTO) 104) shall be less than twelve (12).

(c) The Sand Equivalent (AASHTO 176) determined after all processing except for addition of asphalt cement shall not be less than 45.

Annexure-6B

SPECIFICATIONS FOR MECHANICAL WORKS Page 1 of 2

SPECIFICATIONS FOR MECHANICAL WORKS

1. All material required for welding e.g. electrodes, grinders, cutting disks welding sets

and other consumables to be arranged by the Contractor.

2. Red oxide primer and enamel paint will be supplied and applied by the Contractor. It

includes one coat of red oxide primer and two coats of enamel paint (film thickness to be

in accordance with manufacturer’s recommendation) on pipe supports and pipelines.

Colors will be approved by APL and paint will be of ICI make only.

3. Pressure testing of all pipelines to be done by the Contractor at 250 psi or as otherwise

specified. Contractor will have to arrange for blind spades and hydraulic pump. Water

will be supplied by APL free of cost for pressure testing.

4. All pipelines will be flushed by water before pressure testing, by the Contractor

5. All material supplied by the Contractor will be approved by APL before installation.

6. All welding will be done at specified welding yard. Unless otherwise specified

Contractor will have to fabricate and weld pipelines and will have to transport them to

the site within a radius of 1.5 KM approx.

7. Steam tracing of pipelines to be done by the Contractor with special expansion loops

and bends as per instructions.

8. Insulation of pipes to be done by the Contractor with the help of rock wool covered with

chicken wire on both sides (80 Kg/m3 density and 0.039 Btu/hr oC thermal conductivity)

and GI sheets 24 SWG. All material required for insulation e.g rock wool, G.I Sheet,

bolts, drill machine etc. will be provided by the Contractor. Steam traced pipeline will be

wrapped with Aluminum foil first and then insulated. Thickness of rock wool to be 2”

for pipelines up to 2’’ diameter, 3” thick for pipelines diameter 3” to 6” and 4” thick for

pipelines diameters equal to and more than 8”

9. The Contractor shall carry out all the jobs according to good engineering practices.

Installation of pipelines will be done in such a way that they are aesthetically good e.g.

level and alignment of pipelines and supports to be maintained properly. Lying of

pipelines should be done in such a way that maximum utilization of supports is

ensured.

Annexure-6B

SPECIFICATIONS FOR MECHANICAL WORKS Page 2 of 2

10. APL will provide isometric drawings (not to scale) to the Contractors for the purpose of

route and location but construction drawings will not be provided by APL.

11. Optimum utilization of material provided by APL to be done by the Contractor e.g.

using pipe and cutting of gaskets, using of bolts and nuts etc. APL can impose penalty if

it feels that material provided to the Contractor is not being used properly.

12. Contractor should be energy conscious especially in case of electricity and water. These

resources should not be wasted.

13. Flame arrestor to be provided to the gas cylinders and vehicles of the Contractors.

14. All the welding shall be carried out in accordance with relevant API/ASME/AWS

codes. The Contractor will have to get the welding procedures approved by APL prior to

start of work. 10% or more of the weld joints will be subjected to radiography on APL’s

cost, however, in case of radiography failure, the cost of redoing radiography will be borne

by the Contractor through Owner’s appointed radiography (NDT) company.

15. Epoxy painting will be done in the following way. (Paint should be of ICI Make): -

a) Sand blasting of the surface as per Para 17 & 18.

b) Two coats of epoxy primer paint, thickness of each coat to be in accordance with

manufacturer’s recommendations.

c) Two coats of final epoxy paint, thickness of each coat is to be in accordance with

manufacturer’s recommendation.

16. Unless otherwise specified all pipes, fittings, valves, gaskets sheets and material for pipe

supports to be provided by APL. Contractor will have to cut gaskets at his own

arrangement.

1 OF 14

1

Demolition & Removing

Dismantling of existing structure including RCC beam, sabs, brick work wall etc.; including disposal of

dismantled of Civil structure material from site location to suitable location as per APL Engineer instruction.

Removal of Tuff Tile :

Carefully removal of tuff tile with 2'' sand cushion and removal of tuff tile and debris in area as directed by

Engineer Incharge.

Cutting and Levelling:

Cutting the earth fill in all kinds of soil / rock, dry or wet, hard or soft, including site clearing and leveling of site,

dressing, watering and compaction, also including dewatering, if required to achieve require level and disposal

of surplus material outside boundaries or as directed by Engineer Incharge. Complete in all respect as per

drawings, specifications and direction of Engineer Incharge.

Water (deep well bore) - Optional

Construction of deep well water 6”dia bore up to the depth of 300 ft including supply and installation of RCC

cover & double stage 3-phase, 2hp Submersible/centrifugal pumps (as per site requirement and as directed by

Area Engineer In charge) with power connection & 1” dia delivery pipes to the Under ground water tank etc.,

complete in all respect.

Water proof electrical cable 7/36 for submersible main supply from main DB including breaker.

Steel rope for motor holding 1/2”dia.

Pump discharge pipe 1” diameter PPRC best quality pipe up to underground water tank.

Aabshar company best quality casing 6” diameter & 300' deep with all necessary fittings.

Complete labor charges for upto 150 ft deep bore.

Earthing

Earth Pit with Rod type Electrode:

The electrode shall be of 600 mm long solid copper rod and 14 mm dia used, stranded copper bare conductor

2x16 sqmm in 38mm dia pvc pipe with a cc chamber at Hard standing level. 180 mm bore hole and minimum

30 ft depth below ground level or moisture content whichever comes earlier . Job should be completed as per

details provided in drawing # 01 & specification complete in all respect or as directed by Engineer Incharge.

1.3 Cft 30,659

Fixed

Cost1

1.5

CONSTRUCTION OF APL RETAIL OUTLET (COMPANY FINANCED) ON DEFENCE ROAD, DEFENCE HOUSING AUTHORITY, LAHORE


Preliminary works

1.4

S.NO.

1.1 Cft. 60,000

Unit

Nos.

Components Quantity

5

Rate Per Unit Cost

Sub-Total Serial No. 1

1.2 Sft 16,138

2 OF 14



S.NO. UnitComponents Quantity Rate Per Unit Cost

2 Surfacing

Concrete paving - Optional

Constructing hard standing in 1:2:4 concrete. The concrete should be poured in 8’ x 8’ panel 9” RCC 1:2:4 ratio

with Steel of Dia 3/8" double mesh both ways at a distance of 8" C/C, complete in all respect as advised by

Engineer

Job should be completed as per details provided in drawing # 03 & standards and as direction of Engineer

Incharge.

Tuff Pavers (60mm):

Approved filling material brought from outside 9" thick stone soling layer will be laid in two layers stone metal

well compacted with 10 ton road roller to achieve 98% Aashto standard.

Providing and laying pre cast concrete pavers of "Concrete Concept / Tough Pavers / Banu Mukhtar make and

city type of size 200 mm x 100 mm x 60 mm thick laid in herring rectangle pattern and should have minimum

compressive strength of 42 N/mm2 (6000psi), to be laid over 2" thick sand & 3" thick P.C.C 1:4:8 layiing.

Pavers to be laid in driveway area with voids to be filled with "sand" properly.

This item will be complete as per drawing # 02 & standards and as direction of Engineer Incharge,

Fixing of Existing Tuff Pavers (60mm):

Fixing of existing tuff tile in approved pattern and filling the joints with sand inlcuding cost of 2'' sand cushion.

Complete in all respect, and as per direction of Engineer Incharge.

Providing and Laying structural Concrete of specified Mix 1:2:4 with Minimum 3000 Lbs. PSI work Cube Crushing strength at 28 days using crushed stone 3/4" and down

gauge for Reinforcement Cement Concrete in Foundation including cost of all material, form work and its removal, labor and equipment, compacting, vibrating, curing etc.

complete but excluding cost reinforcement as per drawing and specification and / or as directed by the engineer incharge.

100

Sq. Ft.

Excavation in all type of Soils from existing Ground level as per dimension given in applicable drawing for foundation , drain including cost of dressing, shoring, back filling in

approved manner where require, and disposal of excavated Soil outside Cantonment or Municipal limit as per applicable drawing and specification and direction of Engineer

Incharge.

2.1

Providing and Laying Plain Cement Concrete of specified mixed for Base to foundation , steps, walls footing and under floor etc. with Stone Ballast 2" Gauge including cost of

all material, lab our and equipment, compacting, curing, complete as per drawing and specification and/or as directed by the Engineer Incharge. 1:4:8 for base concrete 3" thick.

2.2

RCC Base slab 6" thick & R.C.C wall 6" thick with RCC precast slab for cover to drain 2" thick2.4

Sq. Ft.

18,919

Surface drain with steel grating:

Supplying, Fabricating, placing in position including tying of Mild Steel Plain round bars reinforcement at any level and elevation with Minimum yield stress 36000 Lbs. PSI

including all cost incurred for using 20 SWG binding wire, steel / precast concrete chairs and spacers to drawing specification and / or directed by the Engineer Incharge (

Sq. Ft. 200 2.3

3 OF 14




Surface Drain with Steel grating Rft 398

Canopy drain with 8" dia. uPVC Pipe

Providing of canopy Drain line includes supply and laying 8" pipe uPVC schedule 40 (Pak-Arab, Dadex, AGM,

Pak-Saudi) for including jointing of collars with the adhesive solution and & covering pcc 1:3:6 by 15"x15" all

around pipe. Providing connection to canopy island in uniform slope to Civic Agencies main sewerage

complete as per drawings and as directed by Engineer Incharge.

Pylon Foundation:

This will include excavation, construction of RCC 1:2:4 foundation, backfilling, grouting of anchor J-bolts 24

Nos of 1'' dia with double nuts & washers etc. as per drawing # 05 and instructions of Engineer Inchrge,

complete in all respects.

In/Out Foundation:

This will include excavation, construction of RCC 1:2:4 foundation, backfilling, grouting of anchor J-bolts of 1/2''

dia with double nuts & washers etc. as per drawing # 06 and instructions of Engineer, complete in all respects.

Dispenser/pump islands

a Island (12' x 3'-0") Nos. 6

Landscaping Works:

This work shall include Landscaping and External Development as per drawings and instructions of the

Engineer. This item includes all costs associated with landscaping, additional backfill, and plants, also includes

providing and laying sand, fertilizer, manure, sweat earth and planting Decca grass and green plants. The

works shall be finished in a workman like manner according to accepted horticultural practices. The kinds,

sizes and quantities of plants to be furnished and planted and the locations at which they are to be planted shall

be as called for on the Drawing or as designated by the Engineer

2.5

Providing and Laying P.C.C. of specified Mix 1:2:4 with Minimum 3000 Lbs. PSI work Cube Crushing strength at 28 days using crushed stone 3/4" and down gauge for R.C.C.

Pipe connecting surface drain channel including cost of all material, form work and its removal, labor and equipment, compacting, vibrating, curing etc. complete as per

drawing # 04 and specification and / or as directed by the Engineer Incharge.

1,200

2.6

2.7 2

1

2.9

2.8

Sq. Ft.

Nos.

Each

220

Constructing pump islands in cement concrete as per drawing in oval shape with the following details Excavation and providing stone soling and casting situ under dispenser CC

sump with 1:2:4 concrete. Laying grey tile (National Tile NT-711) topping & completed as per drawing # 07 & direction of Engineer’s incharge.

Rft.

Providing and laying 3/4" thick water proof cement plaster using pudlo at the ratio of 5lbs per beg of cement to wall floor and slab I/c curing smooth finished to the plumb kine

level etc. complete

Providing & Laying 8" dia RCC Pipe and Collar of approved make including excavation in all types Soil/to required Gradients cutting, fixing and jointing with asphalt

composition and segment motor (1:1) and testing with water to a head of 50 ft. above the top of the highest pipe, Provision of steel grating complete as per specification and

instruction of the Engineer including cost of Providing & Laying 21"x12"x 6" in bed in 1:3:6 below at the joints.

4 OF 14




Boundary wall (6'-6" height)

Construction of brick wall in accordance with the drawings and relative sections of the specifications, including

CC 1:4:8 foundation pad, 9” thick CC 1:3:6 in situ wall upto plinth level, and providing RCC footings & columns

at interval shown on the drawing # 08 etc. The job also includes plastering/painting works as per drawing # 15

& Standard & direction of Engineer Incharge.

Kerb wall (Precast)

Supply and installation of Precast Kerb stones 12''x18''x6'' (Tuff Pavers, Tuff Tiles, Bannu Mukhtar or approved

equivalent) at specified locations complete in all respect as drawing and specifications.

3

Canopy Foundation

This will include excavation of canopy foundation from NSL minimum 6 ft depth & construction of R.C.C (1 : 2 :

4) foundation, grouting of anchor J-bolts 24 Nos of 1.25'' dia with double nuts & washers etc., including the cost

of all required Re-inforcement as per APL's approved drawing # 09 and design complete in all respect.

4

Flexible UPP Pipe

Supply & Laying Of UPP (Uk/Italy) Pipe, Eco-smart underground flexible pipe for Gasoline, Single wall product

pipe 50mm. Material: High Density polyethylene (HDPE)

4.2UPVC Pipe: Providing and laying uPVC pipe 4" dia from product tank to pump island as shown on layout

drawing # 10 and As per Area Engineer instruction.Rft 550

Down fitting (including fill points, dip cap,)

Providing/ installing & testing pipeline, fittings and 4" dia MS pipe for Decanting of Product, 2" dia MS Pipe for

Air Vent System of Under Ground fuel storage tanks with all accessories (Make of IIL Medium) & 4 nos tanks

siphon with each other, submersible pump riser & fitting also. Complete in all respect as per APL approved

drawing # 11. Standards and Specification and as directed by the Engineer Incharge

4.4 Scully Coupling with dust cap: Made of best quality of Aluminum material Nos 6

4.5 Vent cap: Made of best quality of Aluminum material Nos 6

4.6

Guard Rail: Providing, painting and fixing 4” dia. MS pipe Schedule 40 (make IIL M or equivalent) as shown

on drawing # 12, complete in all respects. Complete as per layout & specifications or instruction of the Engineer

Incharge.

Rft 100

550

Set

Rft.

Rft

Canopy

Fuel system

170

2.10 416

4.1

3.1 6

64.3

Nos.



Rft.2.11

5 OF 14




4.7 Brass Coupling: Product Pipe Brass Coupling (Local) high grade for coupling of Upp pipes 50mm dia Nos 16

4.8Trench for suction pipe line Excavating trench for fuel pipeline including backfilling, as per direction of the

Engineer Incharge.Rft 525

Backfilling the tank pit with riverbed sand around the pit and compacted sand inside the tank pit.

Providing and laying 8" thick RCC top slab over 4’’ thick CC 1:4:8 over 9" compacted stone and over

compacted sand fill complete as per drawing # 13 and specifications.

Providing & Laying grey tile (National Tile NT-711) on tank chamber 3.5 ft all around covered with tile

a Tanks - 5000 IG x 1 (As per Drawing # 13) Nos. 1

b Tanks - 5000 IG x 2 (As per Drawing # 13a) Nos. 1

c Tanks - 10,000 IG x 1 (As per Drawing # 13) Nos. 2

Manhole Cover:

Providing, making and fixing MS Sheet manhole cover with iron frame and angle of approved weight for under

ground tanks complete as per specifications, drawing and approval of the Engineer Incharge. Drawing #13

5

Excavation for foundation in normal/hard clayey/marshy soil including back filling between the trenches plinth and depression including leveling, breaking clods, watering,

compacting in layers not exceeding 6" in depth. Foundation to be brought from virgin soil.

Constructing the tank enclosure including RCC walls and base around the pit as per drawings.

4.9

Building

Dewatering of sub soil water if required.

Offices, Tuck Shop & Prayer Place Building

Construction of the Building in accordance with the drawings and specifications provided for the project. This will include:

Storage tanks

Providing 12” thick sand cushion before installing the fuel tanks.

Lowering and placing the tank in correct position by crane

4.10 Nos. 6

Construction of R.C.C Pit & Installation of U/G Tank


Providing 4” dia PVC perforated (Dadex or equivalent) pipe as a sniffer tube 1 in number in each tank pit complete with chamber &

steel cover

Providing filter sump for Diesel tank only made of CC1:2:4 wall & base with MS cover

Excavation in normal earth/hard/rocky/marshy clayey soil.

6 OF 14




Providing and laying 2" thick DPC (Damp proof course) under walls in CC 1:2:4 by volume mixed with water proofing compound Conplast-100 or equivalent @ 1 kg per bag of

cement including formwork leveling, making edges and curing etc. Applying 2 coats of special industrial bitumen grade 10/20 at the rate of 1.1 Kg/SM each coat, over one coat of

primer and one layer of 500 gauge polythene sheet (weighing 2.5 lbs/100 s.ft.) with at least 9" overlap, complete in all respects. (as required)

Providing and laying 6" thick stone/brick soling over earth filling laid on edge, hammer pressed with 1:6 Cement grout to fill voids in soling, including leveling, consolidation curing

etc. complete in all respects.

Providing and laying 4 1/2" thick cement concrete 1:3:6 bed flooring using approved aggregates complete.

Providing and laying (a) cold-worked deformed bars complying with BS 4461 or hot rolled deformed bars with min. yield stress of 60,000 psi or (b) mild steel as per B.S. 4449 with

min. yield stress of 40,000 psi, including bending, binding, wastage etc. and placing in position in RCC works on pre-cast cement concrete spacers or steel chairs and tying with

18 gauge wire etc. complete in all respects.

Providing and fixing all sanitary fittings & fixtures which shall be of Porta, Sonex Master, approved by APL. Every toilet will be equipped with approved fittings and fixtures like

commode/W.C., hand wash basin, urinals, towel rail, mirror with matching soap dish (Master made) etc. Tile (floor) SMD63-108 laid over a bed of 2" thick CC 1:2:4 floor and Wall

Tile SMD63-24SF laid over 1/2" thick broom finished base plaster for dado in toilets complete. Tiles will be laid up to 7’- 6’’ height.

Color and paint will be used of Berger/ICI as per specification. External surfaces Weather coat Internal surfaces Matt finish

5.1

Providing and laying Master Tile MCD-1-117 Light of size 24''x24'' or approved equivalent at specified areas in floors in approved shades, and 4" skirting flush to walls laid over

CS mortar 1:2 (1 cement 2 sand).

Providing and fixing : 1-1/2" thick wooden flush doors made of commercial ply 1st class quality for internal usage complete with painting (RAL 9010 white), approved door locks

and handles etc. Wood-plastic composite doors.

Providing and laying RCC (1:2:4) (i.e. 1 part cement 2 parts sand and 4 part crushed graded boulders 3/4" and down gauge) having a minimum work cube crushing strength of

3000 lbs per sq. inch after 28 days including form work and its removal having straight unbroken joints, rodding, machine mixing, vibrating and curing etc. complete.

Earth filling in plinth foundation for earth brought from outside including transportation etc.

Providing and laying cement concrete 1:4:8 (i.e. 1 cement 4 sand and 8 parts coarse aggregate – crush) under foundation and plinth beam using approved aggregates including

leveling, compacting, curing etc.

Providing and laying C.C. 1:3:6 (i.e. 1 cement 3 sand & 6 parts coarse aggregate – crush) cast in situ using approved aggregate complete as item (c) above.

Providing & laying Cement Concrete solid machine made blocks of approved quality in 1:3:6 ratio. The average compression strength of the above shall be 1000 psi. or providing

& laying first class bricks known as “Class A” bricks. Mortar for block/brick work shall be prepared in 1:4 cement / sand ratio. The joints of the block/bricks shall have ¼” deep

grooves which should be raked before plaster. Cement mortar should be prepared in the quantity to be used within 30 minutes. Refer to relevant items in specification.

Providing and applying (vapor barrier) water proofing, over RCC slab or roof, comprising two coats of special industrial bitumen grade 10/20 at the rate of 1.1 Kg/SM each coat,

over one coat of primer and one layer of 500 gauge polythene sheet (weighing 2.5 lbs/100 sft) with at least 9" overlap, with mud in slope (2” min.) and 1" thick 1:6 cement/sand

mortar, Brick roof tiles fixed with fresh mortar & grouted with 1:3 cement/sand slurry, as per specifications or Providing and laying CC 1:2:4 roof screed (minimum 1-1/2” thick) for

water proofing with two coats of bitumen @ 30 lbs per 100 sft and blinded with pea gravel 1/8" to 3/8" in size @ 2 to 5 cft 100 sft, complete in all respects

7 OF 14




Offices, Tuck Shop & Waiting Building Sq. ft 2,472

Plinth Protection:

Constructing of plinth protection as shown in the relevant drawings and approved by Engineer Incharge. DWG

# A-02

False ceiling

Providing & Installing false ceiling works in gypsum board 2' x 2' with imported tee 1" wide, powder coated with

proper suspension system complete in all respects. The suspension wires to be supported by anchor-bolts to

the building ceiling.

O. H. Tank ( 250 gallon fiber glass)

Providing and installing fiber glass Over Head Water Tank including 1" dia GI pipe connections to all water

points shown on the drawings or directed by the Engineer, Incharge complete in all respect. There must be

separate supply lines for bathrooms and water cooler.

Safe (under ground)

To be provided and installed as per the drawings # 14 & specifications and recommendations / approval of

APL, complete in all respect

6

5.2 sq. ft

5.3

Installation of Distribution Box as per drawing or Engineer incharge directied & installation of emergency cut off switch (push button NBI/ElectroMac make) which deactivates

whole electric system in one go. (DWG # A-01, A-02, A-03, S-0A, S-0B, S-01, S-02, S-03, S-04, S-05, S-06, S-06a, S-07) Payment shall be made at plinth level in squre feet rate.

5.4


5.5 2

Electrification shall be as per specifications and as per Electrical drawings. PAKISTAN CABLE/New Age 7/29, 7/44 for AC & shop, wire in 1" dia PVC Galco/Popular/ DADEX

pipe with air tight joints. Tube light, choke and other fittings will be used of Philips Pakistan made. 16, 20 Amp. Imported switches will be fitted (CLIPSAL or approved equivalent).

Dimmer for fan will also be fitted. Providing and installing 2’x2’ ceiling lights with louver or 12 watt led's ceiling light to be installed in Shop as per electrical drawings &

specification. Providing and installing spot lights at designated locations as per electrical drawings & specification, complete in all respects. Fans/Bracket fans of brand "Pak

Fans", Lahore Fan, "Millat” and “Climax” with sub distribution board for tuck shop & coffee shop & three phase approved electrical meter should be used at locations as per

drawings and identified by Project Engineer.

Front show window and door shall be made in Anodized Aluminum 4" wide & 1.8 mm thick LUCKY or approved make fitted with 08 mm thick plain glass with 100 micron scratch

resistant 3M film. Doors will be provided with LUCKY or approved locking arrangement and RYOBI hydraulic door closure.

3

sq. ft 1,087

each

294

Nos.

Provide water supply line from under ground tank to overhead tank and to different parts of building as identified. For main line 1 1/2" dia pipe of IIL (medium) make and for

internal lines 3/4" dia of IIL (medium) make should be used.

Car Parking and Offices Double Storey Building (Ground Floor + 1st Floor)

Building

Construction of the Building in accordance with the drawings and specifications provided for the project. This will include:

Excavation for foundation in normal/hard clayey/marshy soil including back filling between the trenches plinth and depression including leveling, breaking clods, watering,

8 OF 14





3000 lbs per sq. inch after 28 days including form work and its removal having straight unbroken joints, rodding, machine mixing, vibrating and curing etc. complete.

Color and paint will be used of Berger/ICI as per specification. surfaces Weather coat Internal surfaces Matt finish

Providing and laying (a) cold-worked deformed bars complying with BS 4461 or hot rolled deformed bars with min. yield stress of 60,000 psi or (b) mild steel as per B.S. 4449

with min. yield stress of 40,000 psi, including bending, binding, wastage etc. and placing in position in RCC works on pre-cast cement concrete spacers or steel chairs and tying

Providing and laying 2" thick DPC (Damp proof course) under walls in CC 1:2:4 by volume mixed with water proofing compound Conplast-100 or equivalent @ 1 kg per bag of

cement including formwork leveling, making edges and curing etc. Applying 2 coats of special industrial bitumen grade 10/20 at the rate of 1.1 Kg/SM each coat, over one coat

Providing and fixing door of 3mm thick injection molded skins are joined to a specially extruded aluminum frame, fitted with special hot plate welded skin holders and

subsequently filled with rigid polyurethane for high rigidity, strength, thermal and acoustic insulation, complete with painting (RAL 9010 white), approved door locks and

handles etc.

Providing and laying 6" thick stone/brick soling over earth filling laid on edge, hammer pressed with 1:6 Cement grout to fill voids in soling, including leveling, consolidation

curing etc. complete in all respects.Providing and laying 4 1/2" thick cement concrete 1:3:6 bed flooring using approved aggregates complete.

For First Floor: Providing and laying Master Tile MCD-1-117 Light of size 24''x24'' or approved equivalent at specified areas in floors in approved shades, and 4" skirting flush to

walls laid over CS mortar 1:2 (1 cement 2 sand).

Providing and applying (vapor barrier) water proofing, over RCC slab or roof, comprising two coats of special industrial bitumen grade 10/20 at the rate of 1.1 Kg/SM each

coat, over one coat of primer and one layer of 500 gauge polythene sheet (weighing 2.5 lbs/100 sft) with at least 9" overlap, with mud in slope (2” min.) and 1" thick 1:6

cement/sand mortar, Brick roof tiles fixed with fresh mortar & grouted with 1:3 cement/sand slurry, as per specifications or Providing and laying CC 1:2:4 roof screed

(minimum 1-1/2” thick) for water proofing with two coats of bitumen @ 30 lbs per 100 sft and blinded with pea gravel 1/8" to 3/8" in size @ 2 to 5 cft 100 sft, complete in all

respects

6.1

Earth filling in plinth foundation for earth brought from outside including transportation etc.

Providing and laying cement concrete 1:4:8 (i.e. 1 cement 4 sand and 8 parts coarse aggregate – crush) under foundation and plinth beam using approved aggregates including

leveling, compacting, curing etc.

Providing and laying C.C. 1:3:6 (i.e. 1 cement 3 sand & 6 parts coarse aggregate – crush) cast in situ using approved aggregate complete as item (c) above.

Providing & laying Cement Concrete solid machine made blocks of approved quality in 1:3:6 ratio. The average compression strength of the above shall be 1000 psi. or providing

& laying first class bricks known as “Class A” bricks. Mortar for block/brick work shall be prepared in 1:4 cement / sand ratio. The joints of the block/bricks shall have ¼” deep

grooves which should be raked before plaster. Cement mortar should be prepared in the quantity to be used within 30 minutes. Refer to relevant items in specification.

For Ground Floor: Providing and laying C.C Concrete 1:2:4, 3'' Thk. in flooring in panelling using marble strips 1/2''x2'' or approved equivalent at specified areas in floors in

approved shades, and 4" skirting flush to walls laid over CS mortar 1:2 (1 cement 2 sand).

Providing and fixing all sanitary fittings & fixtures which shall be of Porta, Sonex Master, approved by APL. Every toilet will be equipped with approved fittings and fixtures

like commode/W.C., hand wash basin, urinals, towel rail, mirror with matching soap dish (Master made) etc. Tile (floor) SMD63-108 laid over a bed of 2" thick CC 1:2:4 floor

and Wall Tile SMD63-24SF laid over 1/2" thick broom finished base plaster for dado in toilets complete. Tiles will be laid up to 7’- 6’’ height.

9 OF 14




Car Parking and Offices Double Storey Building (Ground Floor + 1st Floor) Sq. ft 2,218

7

7.1

Speed Wash (Including Projections & Finishes)

This will include excavation for foundation in normal/hard clayey/marshy soil including back filling between the trenches plinth including leveling, watering, compacting in layers not

exceeding 6" in depth. Foundation to be brought from virgin soil. Earth filling in plinth foundation for earth brought from outside including transportation etc. Providing and laying

cement concrete 1:4:8 under foundation and plinth beam, floor using approved aggregates including leveling, compacting, curing etc. Providing & laying first class bricks known

as “Class A” bricks. Mortar for block/brick work shall be prepared in 1:4 cement / sand ratio. The joints of the block/bricks shall have ¼” deep grooves which should be raked

before plaster. Cement mortar should be prepared in the quantity to be used within 30 minutes. Refer to relevant items in specification. The joints of the block/bricks shall have ¼”

deep grooves which should be raked before plaster. Providing and laying 2" thick DPC (Damp proof course) under walls in CC 1:2:4 by volume mixed with water proofing

compound Conplast-100 or equivalent @ 1 kg per bag of cement including formwork leveling, making edges and curing etc. Applying 2 coats of special industrial bitumen grade

10/20 at the rate of 1.1 Kg/SM each coat, over one coat of primer and one layer of 500 gauge polythene sheet (weighing 2.5 lbs/100 s.ft.) with at least 9" overlap, complete in all

respects, Providing and laying 6" thick stone/brick soling, Providing and laying National/Master/Karam Ceramic tiles or approved equivalent at specified areas in approved shades

to walls 10' high laid over CS mortar 1:2 (1 cement 2 sand), PCC floor, pit for lift, Providing and applying (vapor barrier) water proofing, over RCC slab or roof, comprising two

coats of special industrial bitumen grade 10/20 at the rate of 1.1 Kg/SM each coat, over one coat of primer and one layer of 500 gauge polythene sheet (weighing 2.5 lbs/100 sft)

with at least 9" overlap, with mud in slope (2” min.) and 1" thick 1:6 cement/sand mortar, Brick roof tiles fixed with fresh mortar & grouted with 1:3 cement/sand slurry, as per

specifications or Providing and laying CC 1:2:4 roof screed (minimum 1-1/2” thick) for water proofing with two coats of bitumen PB-4 @ 30 lbs per 100 sft and blinded with pea

gravel 1/8" to 3/8" in size @ 2 to 5 cft 100 sft, complete in all respects,

Speed Wash

Installation of Distribution Box as per drawing or Engineer incharge directied & installation of emergency cut off switch (push button NBI/ElectroMac make) which deactivates

whole electric system in one go. ( DWG # C-01 to C-15 & STR-01 to STR-20 ) Payment shall be made at plinth level in square feet rate. As per drawing (DWG # A-01, A-02, A-03,

S-0A, S-0B, S-01, S-02, S-03, S-04, S-05, S-06, S-06a, S-07, S-08, S-09, S-10)


Electrification shall be as per specifications and as per Electrical drawings. PAKISTAN CABLE/New Age 7/29, 7/44 for AC & shop, wire in 1" dia PVC Galco/Popular/

DADEX pipe with air tight joints. Wiring for 5-A plug points on common board, Universal plug with 2X3/.029 PVC wire and 1X1.5mm2 insulated wire as ECC complete with 3

pin sockets and switches. Tube light 18 watt (LED/SMD'S) and Ceiling light out sides & insides 15 watt (LED/SMD's) fittings will be used of Philips Pakistan made. Circuit

Breaker (16, 20 Amp) as per requirement of site . Imported switches will be fitted (CLIPSAL or approved equivalent). Dimmer for fan will also be fitted. Providing and installing

2’x2’ ceiling lights (LED/SMD's) with louver to be installed in Shops. as per electrical drawings & specification. Providing and installing spot lights at designated locations as per

electrical drawings & specification, complete in all respects. Fans/Bracket fans of brand "Pak Fans", Lahore Fan, "Millat” and “Climax” should be used at locations as per

drawings and identified by Project Engineer.

Front show window and door shall be made in Anodized Aluminum 4" wide & 1.8 mm thick LUCKY or approved make fitted with 08 mm thick plain glass with 100 micron

scratch resistant 3M film. Doors will be provided with LUCKY or approved locking arrangement and RYOBI hydraulic door closure.

Provide water supply line from under ground tank to overhead tank and to different parts of building as identified. For main line 1 1/2" dia pipe of IIL (medium) make and for

internal lines 3/4" dia of IIL (medium) make should be used.

10 OF 14




Speed Wash Sft 512

Compressor Rooms

Compressor Rooms Sft 50

This will include excavation for foundation in normal/hard clayey/marshy soil including back filling between the trenches plinth including leveling, watering, compacting in layers not

exceeding 6" in depth. Foundation to be brought from virgin soil. Earth filling in plinth foundation for earth brought from outside including transportation etc. Providing and laying

cement concrete 1:4:8 under foundation and plinth beam, floor using approved aggregates including leveling, compacting, curing etc. Providing & laying first class bricks known

as “Class A” bricks. Mortar for block/brick work shall be prepared in 1:4 cement / sand ratio. The joints of the block/bricks shall have ¼” deep grooves which should be raked

before plaster. Cement mortar should be prepared in the quantity to be used within 30 minutes

7.2

Refer to relevant items in specification. The joints of the block/bricks shall have ¼” deep grooves which should be raked before plaster. Providing and laying 2" thick DPC (Damp

proof course) under walls in CC 1:2:4 by volume mixed with water proofing compound Conplast-100 or equivalent @ 1 kg per bag of cement including formwork leveling, making

edges and curing etc.


3000 lbs per sq. inch after 28 days including form work and its removal having straight unbroken joints, rodding, machine mixing, vibrating and curing etc. complete. Providing and

laying cold-worked deformed bars complying with BS 4461 or hot rolled deformed bars with min. yield stress of 60,000 psi including bending, binding, wastage etc. and placing in

position in RCC works on pre-cast cement concrete spacers or steel chairs and tying with 18 gauge wire etc. complete in all respects. Color and paint will be used of Berger as

per specification. External surfaces Weather coat Internal surfaces Matt finish, Electrification shall be as per specifications and as per Electrical drawings. PVC PAKISTAN

CABLE 7/29 internal wiring & 7/44 for air compressor wire in 1" dia PVC Galco/Popular/ DADEX pipe with air tight joints. Tube light, choke and other fittings will be used of Philips

Pakistan made. complete in all respect as per (DWG # A-01, A-02, A-03, S-0A, S-0B, S-01, S-02, S-03, S-04, S-05, S-06, S-06a, S-07, CW-01, CW-02) and instructions of the

Engineer. (Bill measurement shall be measured at plinth level).


3000 lbs per sq. inch after 28 days including form work and its removal having straight unbroken joints, rodding, machine mixing, vibrating and curing etc. complete. Providing and

laying cold-worked deformed bars complying with BS 4461 or hot rolled deformed bars with min. yield stress of 60,000 psi including bending, binding, wastage etc. and placing in

position in RCC works on pre-cast cement concrete spacers or steel chairs and tying with 18 gauge wire etc. complete in all respects. Color and paint will be used of Berger as

per specification. External surfaces Weather coat Internal surfaces Matt finish, Electrification shall be as per specifications and as per Electrical drawings. PVC PAKISTAN

CABLE 7/36 & 7/44 wire in 1" dia PVC Galco/Popular/ DADEX pipe with air tight joints. Louver gate as per drainage Tube light, choke and other fittings will be used of Philips

Pakistan made. Installation Sub-distribution Box as per drawing or Engineer incharge directied complete in all respect as per drawings and instructions of the Engineer. (Bill

measurement shall be measured at plinth level).

Applying 2 coats of special industrial bitumen grade 10/20 at the rate of 1.1 Kg/SM each coat, over one coat of primer and one layer of 500 gauge polythene sheet (weighing 2.5

lbs/100 s.ft.) with at least 9" overlap, complete in all respects, Providing and laying 6" thick stone/brick soling, PCC Flooring, Providing and applying (vapor barrier) water proofing,

over RCC slab or roof, comprising two coats of special industrial bitumen grade 10/20 at the rate of 1.1 Kg/SM each coat, over one coat of primer and one layer of 500 gauge

polythene sheet (weighing 2.5 lbs/100 sft) with at least 9" overlap, with mud in slope (2” min.) and 1" thick 1:6 cement/sand mortar, Brick roof tiles fixed with fresh mortar &

grouted with 1:3 cement/sand slurry, as per specifications or Providing and laying CC 1:2:4 roof screed (minimum 1-1/2” thick) for water proofing with two coats of bitumen @ 30

lbs per 100 sft and blinded with pea gravel 1/8" to 3/8" in size @ 2 to 5 cft 100 sft, complete in all respects,

11 OF 14




Concrete paving

Constructing hard standing in 1:2:4 concrete. The concrete should be poured in 4' x 4' panel 6". RCC 1:2:4 ratio

thick complete in all respect as per drawing & as direction of Engineer Incharge.

Grating in front of car wash

Providing of RCC drain channel with fixing MS Grating complete in all respect as per drawing & as direction of

Engineer Incharge. DWG # CW-03

8

8.1

Air Line:- Providing & fixing of GI 1/2" dia pipe line best quality make of IIL Karachi from compressor to

equipment including all required fittings like, tee, elbows, bend, socket, nozzle, & ball valve complete in all

respect as directed by the engineer incharge.

Rft 200

9

9.1

Septic tank:- Construction of Septic Tank as per attached drawing including excavation, PCC, RCC, steel

reinforcement, shuttering, baffle wall, sewer pipe connection heavy duty manhole cover as per standard &

attached drawing # 15

Each 2

8" dia Sewerage Line

Providing of sewer line includes supply and laying of sewerage line for the site. Job includes providing and

laying 8" dia pipe uPVC schedule 40 (Pak-Arab, Dadex, AGM, Pak-Saudi) for sewerage disposal, jointing

collars with the adhesive solution and constructing RCC manhole inspection chambers (18’X18”) and providing

connection to kiosk, toilet and roof, Also providing connection in uniform slope to Civic Agencies main

sewerage complete as per standard and as directed by Engineer Incharge.

10

Reciprocating Pump

The job includes provision & installation of 1 hp pump make (diamond & Golden) with pipe-fittings.

7.4

10.1

9.2

Job

Each

250


Drainage

7.3

1

9.3


56


Tyre Shop Building

Oil Separator:- Construction of Septic Tank as per attached drawing including excavation, PCC, RCC, steel

reinforcement, shuttering, baffle wall, bib cock, sewer pipe connection heavy duty manhole cover as per

standard & attached drawing # 16. (For design of 2600 Sft catchment area).

Sft 360

Rft

Water

Each

1

12 OF 14




10.2

Underground Water tank:- Construction of under ground water tank as per attached drawing including

excavation, PCC, RCC bed, RCC wall, RCC roof, steel reinforcement, shuttering, heavy duty manhole cover,

stair arrangement etc.; complete as per standard & attached drawing # 18. Capacity 3,500 Glns

Each 1

10.3

Water supply to lawn 3/4" dia:

Providing 3/4” dia pipe of IIL Karachi (medium) make including ball valve, elbows, tee sockets etc.; to desired

locations as per instructions of APL engineer.

Rft 600

Water supply to water cooler

Providing 1/2” dia pipe of IIL (medium) make including ball valve, elbows, tee sockets etc.; to desired locations

as per instructions of APL engineer.

Water Cooler

Providing & fixing of water cooler 150 liters capacity make Meco, Super Asia, Cannon & or approved from APL.

Including water filter, fixing in position, complete in all respect.

Base for Water Cooler with Drain

The job includes construction of base with PCC (1:3:6) and tile work National Tiles 4” x 10” on base & side wall

with proper filling & drainage point and as per direction of Engineer Incharge

11

Electrification of Dispenser:

Providing and laying 4-core (Pakistan Cables) cables of recommended sizes (as shown on specification) in 1”

dia PVC conduits of AGM/Pak-Arab/Dadex under the forecourt, including making connections with circuits and

providing sockets, switches etc. complete in all respects. The 2 cables will run in 2 separate conduits and

quantity will be measured as a set of 2 lines and as per direction of Engineer Incharge

Electrification of Submersible pumps:

Providing and laying 4-core (Pakistan Cables) cables of recommended sizes (as shown on drawings) in 1” dia

PVC conduits of AGM/Pak-Arab/Dadex under the forecourt, including making connections with circuits and

providing sockets, switches etc. complete in all respects and as per direction of Engineer Incharge

Electrification of Spreader:

Providing and laying 3-core (Pakistan Cables/Newage/Pioneer) cables of recommended sizes (as shown on

specification) 1” dia schedule 40 uPVC conduits of AGM/Pak-Arab/Dadex, complete in all respects and as per

direction of Engineer Incharge

11.2 Rft 650

Rft

Electrification of Site

10.6

1

Each

700Rft 11.1

Rft 800

150

1


Each

11.3

10.4

10.5

13 OF 14




Electrification of Credit Card reader

Providing and laying coaxial wire (Pakistan Cables/Newage/Pioneer) cables of recommended sizes 1” dia

schedule 40 uPVC conduits of AGM/Pak-Arab/Dadex, complete in all respects and as per direction of Engineer

Incharge

PVC Conduit Pipe for Dispenser Unit & Submersible Pump for automatization

Providing and laying PVC conduits 1” dia by AGM/Pak-Arab/Dadex, and as per direction of Engineer Incharge.

Main Distribution Board:

Providing and fixing Main Distribution Board as per drawings of approved quality from approved manufacturers

which should have MG, NBI or equivalent main switch, circuit breakers, change over switch with mechanical

interlock, voltmeter, ammeter, phase indicator, knobs complete in all respect as per the specifications and

instruction of APL Engineer. Distribution of load should be balance as per the standard power distribution

specification. The item also covers the supply and fixing of switches for all external lighting as per specification

and drawings within the DB room. Providing and fixing of powder coated MS racks as per APL standards for

stabilizers inside the DB room and provision & installation of IN/OUT switches & sockets for dispensers cabling

to stabilizers. As per advice of Engineer Incharge

Sub Distribution Board For Tyre Shop:

Providing and fixing Sub Distribution Board as per drawings of approved quality from approved manufacturers

which should have MG, NBI, A-Z Karachi or equivalent main switch, circuit breakers, change over switch ,

voltmeter, ammeter, phase indicator, knobs complete in all respect as per the specifications and instruction of

APL Engineer. Distribution of load should be balance as per the standard power distribution specification. The

item also covers the supply and fixing of switches for all external lighting as per specification and drawings

within the DB room as per advice of Engineer Incharge

Electrification of Steel Canopy (Fascia & Ceiling Lights)

Providing & Laying of 3-core (Pakistan Cables/Newage or equivalent) cables of recommended sizes (as

shown on specification) 1” dia as per electrical specification for fascia including Electrification of Under

Canopy ceiling lights as per electrical drawings. Connection has to be taken form Distribution board to canopy

providing circuits for the under canopy lights and circuits for fascia as shown in electrical drawings approved

electrical fittings & connections. (All under ground wiring to be double PVC-as per specifications. Water proof

fittings & junction boxes to be provided. Route to be as per the approval of Engineer.

Electrification of CO sign


specification) 1” dia schedule 40 uPVC conduits of AGM/Pak-Arab/Dadex, complete in all respects or as

directed by Area Engineer.

Job 1

11.4

700

11.5

Rft

140

1,600

Rft

1,200Rft

Rft 11.8

11.7

11.6

11.7 Job 1

14 OF 14




Electrification of water cooler

Providing and laying cables of recommended sizes (as shown on specification) in 1” dia schedule 40 uPVC

conduits of AGM/Pak-Arab/Dadex, including making connections with circuits and providing 15 amps. sockets,

switches etc. complete in all respects.

35mm Four core cable from Wapda to MDB

The job also includes the supply and laying of 4 core main cable 35 mm thick (New age/Pakistan Cable or

approved from APL) as per specification. Main cable connect from WAPDA meter to the MDB in a 4” dia 40

uPVC conduits of AGM/Pak-Arab/Dadex as per advice of Engineer.

Electrification of Secondary Sign (Site name, Air, Water, Parking etc.)


specification) in 1” dia PVC conduits of AGM/Pak-Arab/Dadex including the providing and fixing of back boxes

in boundary wall with APL standard water proof boxes.

Electrification of In/Out Sign


specification) 1” dia PVC conduits of AGM/Pak-Arab/Dadex, complete in all respects or as directed by Area

Engineer.

HRC light poles - Single Arm

Supply and installation of light around boundary of the site. Fabrication & Installation of 30 ft high pole with

base plate to be fixed with nuts and bolts air tight joints drawing # 17. Schedule 40 pipe will be used. Rate will

include foundation & electrification from light to junction box fitted on pole. Avenue light provided by APL

HRC light poles - Double Arm

Supply and installation of light around boundary of the site. Providing and installing, 30 ft high pole with base

plate to be fixed with nuts and bolts air tight joints as per drawing # 17. Schedule 40 pipe will be used. Rate will

include foundation & electrification from light to junction box fitted on pole. Avenue light provided by APL

Electrification of HRC light pole


specification) 1” dia PVC conduits of AGM/Pak-Arab/Dadex, complete in all respects or as directed by Area

Engineer.


2Each

Rft

Rft

Rft

11.15

5

Rft

1,200

11.12

15011.11

11.13

600

Grand Total Serial No. 1 to 11

350

11.14

Each

125

Rft

11.9

11.10

Public Toilet:

Master Tile MCD-1-117

Light of size 24''x24''CS plaster CS plaster

Office (Retailer &

Manager)

Commercial ply

solid core shutter

in white ICI

enamel matt finish

Doors Windows Paint

(Master made) Wall

Tile SMD63-24SF

White ICI / Berger plastic emulsion paint on internal walls.

white ICI Dulux distemper paint on ceiling.

External wall: Weathershield paint in white Code: Ral 9003 & Pantone

705

Commode/WC, Mixer, Tap,

Shower & etc

Color: Ivory Color

Brand: Sonex / IFO/ Master

CS plaster

Toilet:

Tuck Shop

Chamagne

Aluminium 13/4"

x 4"x1.8 mm with

5mm clear glass

with pasting of

scratch resistance

3M film 100

micron

Chamagne

Aluminium 13/4"

x 4"x2"mm with

12mm imported

clear glass

Steel rolling shutter

/ Louver gate in

grey enamel paint

Same as above Same as above

Ventilater:

Chamagne

Aluminium

13/4" x 4"x 1.8

mm with 5mm

clear glass with

pasting of scratch

resistance 3M film

100 micron


White ICI Dulux distemper paint on ceiling.

External wall: White Weathershield paint

(Master made) Tile (floor)

SMD63-108

Chamagne

Aluminium 13/4"

x 4"x2 mm with

12mm clear glass

with pasting of

scratch resistance

3M film 100

micron

Same as aboveMaster Tile MCD-1-117

Light of size 24''x24''CS plaster

Angle Iron Color: Silver grey RAL 7001


White ICI Dulux distemper paint on ceiling.

Code: Ral 9003 & Pantone 705

Tyre Shop

4"x10", National Tile NT-

711

Speed Wash

Same as above

Pump Island4"x10", National Tile

NT-711

Material Specifications

Space Floor Walls Ceiling

Smooth finish cement

conc. CS plaster

Louver gate in

grey enamel paint

False ceiling 24"x24"

White Flat Laminated

gypsum board with

power coated std.

Metal runner

Smooth finish cement conc CS plaster CS plaster

Same as above(Master made) Wall

Tile SMD63-24SF

(Master made) Tile (floor)

SMD63-108CC plaster

Commode/WC, Mixer, Tap

Shower & ETC.

Color: Ivory Color

Brand: Sonex / Imaster or

Commercial ply

solid core shutter

in white ICI

enamel matt finish,

& aluminum make

12" high tore

Chamagne

Aluminium

13/4" x 4"x1.8

mm with 5mm

clear glass with

pasting of scratch

Material Specifications

Fill Point Paint: Vent Pipe Paint: Kerb Stone Safe Guard Light Pole Tuff Pavers Canopy Fascia Paint

Diesel: Green Diesel: Green ICI / BERGER

Supreme: Red Supreme: Red 3M Green 3630-H-5029

H - Octane: White H - Octane: White 3M Red 3630-43

Under Canopy Lights:

Philips:

MPF-932 HPIT,

plus 400 watt

with BSN gear.

Building Light Fixtures Switches & Sockets Cables Wood / False ceilng & Steel

* Flushed Doors : White RAL 9003 & Pantone 705

* Wooden Doors: White RAL 9003 & Pantone 705

Shop Store 4 ft. Philips T. L. TMS 140 * Ceiling : White RAL 9003

Attendant Room 4 ft. Philips T. L. TMS 140 * Door locks:- Yale / Alpha

Lube Store 4 ft. Philips T. L. TMS 140

Toilets, floor

Speed Wash

Pakistan Cables /

Pioneer /

Newage

Color: White (RAL

9003 & Pantone

705)Envicrete,

Hub Crete,

Bannu Mukhtar,

Concrete Concept

Minimum 6,000

PSI Crushing

Strenght

SGX-186 Avenue

Light & Son-T 250

watt Lamp

Electrical Fixtures Details:

Color: Black &

Yellow(RAL:1028 &

Pantone:137)

Color: Black & Yellow

(RAL:1028 &

Pantone:137)

Dealer office

Tuck Shop2'x2' Philips Tube Light, TLD 36W / 83 wl GBS

300 E/240L Louvers

Brand: Sonex / Imaster or

equilent

12" high tore

protection in

bottom

pasting of scratch

resistance 3M film

100 micron

2'x2' Philips Tube Light, 300E/240L Louvers OR

TLD 36W/83 wl GBS

Canopy Column Color: White (RAL 9003 & Pantone 705)

Canopy Ceiling: 26 SWG in white color

Philips Pacific TCW-095/136 (water proof lights)

TLD 36W/83 wl GBS

* Towel rail, soap dish and coat hanger to be stainless steel.

* False ceiling 24"x24" Off White Flat Laminated gypsum board with power coated

standard with Metal runner

* MS Collapsible louver door for sheds : Silver grey RAL 7001Switchkid-Alpine -

Clipsal series Ivory /

White color

* Chamagne color Aluminium

Quantity (Nos.) Area (mm2) Designation No. of Cores

1 1 35 19/64 4

2 1 35 19/64 4

3 2 4 7/36 3

4 1 4 7/36 3

5 1 1.5 3/29 3

6 1 4 7/36 3

7 1 2.5 7/29 3

8 1 2.5 7/29 3

9 1 6 7/44 3

10 1 6 7/44 4

11 1 6 7/44 4

12 1 2.5 7/29 Single

13 1 2.5 7/29 3

14 1 2.5 7/29 3

15

a 1 1.5 3/29 Single

b 1 1.5 3/29 Single

c 1 1.5 3/29 Single

16

a 1 8

b 1 8

c 1 8

d 1 8

e 1 8

f As Required 16

17

a

b

c

d

18

Sr.No.

General Electrical Specifications

Deep Freezer

Electric Cable Specifications

Transformer to D.B

Generator to Main D.B

Water Cooler

Description

Main D.B to Dispenser

Pylon

In/Out

Pole Lights

Water Pump

Air Conditioner

Air Comp. (Tyre Shop)

Air Comp. (Speed Wash)

Water Pump (Speed Wash)

Separate Sub Distribution Boards To Be Installed For:

Copper Conductor

General Earthing

In/Out Sign

Chiller

Generator

Earthing Pit

Canopy

Underground Fuel Storage Tank

Dispenser

Main Distribution Board

Energy Savers / Bulbs / Tube Lights

Fans

General Wiring For Lights & Fans

Speed Wash

Tyre Shop

Tuck Shop

Masjid

Surge Protectors To Be Installed For Dispensers

Annexure-3

S.# Material Item Unit Rate

1 Cement Per Bag

2 Rough Sand Per Cft

3 Fine Sand Per Cft

4 Borrow Pit Sand Per Cft

5 Crush Per Cft

6 Weather Shield Paint Per Gallon

7 Emulsion Paint Per Gallon

8 Steel Reinforcement Per Kg

9 Bitumen Drum Per 200 Kg

10 Scafolding Rate Per Sft

11 Skilled Labour Rate Per Wage

12 Unskilled Labour Rate Per Wage

13 Steel Binding Labour Per Kg

14 Bricks Per 1000 Bricks

15 National Tile 10" x 5" NT 816 Per Sq-m

16 Floor Tile 16" x 16" Granite Ivory Per Sq-m

17 Glazed Tile 8" x 10" Master Ivory Per Sq-m

18 Glazed Tile 6" x 8" Master White Per Sq-m

19 Matt Floor Tile 8" x 8" Per Sq-m

20 4" Dia UPVC Pipe Per Rft

21 6" Dia UPVC Pipe Per Rft

22 2.5 sq-mm 1-Core Per 90 RM Coil

23 2.5 sq-mm 3-Core Per 90 RM Coil

24 4 sq-mm 3-Core Per 90 RM Coil



27 Copper Per Kg

28 Anti Shatter Safety Film Per Sft

29 4" Dia MS Pipe Per 20 Rft

30 1/2" Dia G.I Medium Pipe Per 20 Rft

31 3/4" Dia G.I Medium Pipe Per 20 Rft

32 1" Dia G.I Medium Pipe Per 20 Rft

33 1" Dia PVC Pipe (Popular) Per 13 Rft




37 OH Water Tank 250 Gallon (Super Tuff) Each



40 Centrifugal Pump (1/2 HP) Each

41 Centrifugal Pump (1 HP) Each

42 Centrifugal Pump (2 HP) Each

43 Philips SGX-186 Avenue Each

44 Philips TCW-097/236 Each

Basic Rate of Civil works

3

Documents

ATTOCK PETROLEUM LIMITED