Standard Bidding Document

📑 Procurement Notice (NIT)

CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Published on: Wednesday, July 29, 2026 05:36 PM

Ref# : P72208
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REQUEST FOR BIDS

PROCUREMENT OF CIVIL WORKS

  1. The ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)) has reserved Funds for the procurement planned for FY 2026-27. The ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)) intends to apply part of the proceeds of this Fund to cover eligible payments under the contract for the "CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)" with the reference of "P72208".
  2. The ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)) invites sealed Bids from eligible Bidders for procurement of Works (CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)) described in the bidding documents on EPADS v2.0.
  3. Single Stage-Two Envelope will be used by adopting Least Cost Based Selection (LCBS) Technique for the subject procurement, in line with the Public Procurement Rules, 2004 and any Regulations, Regulatory Guides, Procurement Guidelines or Instructions issued by the Authority from time to time.
  4. All Bids must be accompanied by a Bid Security amount described in Bid Security Section in Bidding Document in the form of  Pay Order, Call at Deposit. Or all bids must be accompanied by bid securing declaration in the format specified in the Bidding documents
  5. E-Bidding documents, containing detailed terms & conditions, specifications and requirements etc. are available on e-Pak Acquisition and Disposal System (EPADS) at https://epads.gov.pk/opportunities/federal/procurements/72208 for all the interested bidders registered on EPADS v2.0. Bidders are required to get themselves registered on EPADS v2.0 to participate in Bidding process.
  6. The e-bids, prepared in accordance with the instructions in the e-Bidding documents, must be submitted through EPADS v2.0 on or before Wednesday, August 19, 2026 11:00 AM. E-bids will be opened by using EPADS v2.0 on the same day at Wednesday, August 19, 2026 11:30 AM. Manual submission of Bids shall not be entertained. Those vendor who have not yet registered on the new version of EPADS v2.0, may register themselves on https://vendors.epads.gov.pk/. A tutorial to explain the registeration process is available at https://www.youtube.com/watch?v=MNW6T38v7tc.

In terms of Rules 48 of Public Procurement Rules, 2004 Grievance Redressal Committee (GRC) is notified for the subject procurement and notification copy is available on the procuring agency’s website and on Authority’s website at (www.ppra.org.pk).

 

 

ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer
ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).
+92-345-567-2161
abrarahmad161@gmail.com

📑 Instructions to Bidders (ITB)

CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Published on: Wednesday, July 29, 2026 05:36 PM

Ref# : P72208
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A. INTRODUCTION

  1. Scope of Bid
    1. The Procuring agency/Employer (PA), as indicated in the Bid Data Sheet (BDS) invites Bids for the execution of Works as specified in the BDS and Section V- Works Requirements. The name, identification, and number of lots (contracts) of this National/ International Competitive Bidding process are specified in the BDS.
  2. Source of Funds
    1. Source of funds as referred in Clause 2 of Bid Data Sheet.
  3. Eligible Bidders
    1. A bidder may be natural person, company or firm or public or semi-public agency of Pakistan or any foreign country, or any combination of them with a formal existing agreement (on Judicial Papers) in the form of a joint venture or consortium. In the case of a joint venture or consortium, all members shall be jointly and severally liable for the execution of the Contract in accordance with the terms and conditions of the Contract. The joint venture or consortium shall nominate a Lead Member as nominated in the BDS, who shall have the authority to conduct all business for and on behalf of any and all the members of the joint venture or consortium during the Bidding process, and in case of award of contract, during the execution of contract. Verifiable copy of the agreement that forms a joint venture, consortium or association shall be required to be submitted as part of the Bid.
      Any bid submitted by the joint venture, consortium or association shall indicate the part of proposed contract to be performed by each party and each party shall be evaluated (or post qualified if required) with respect to its contribution only, and the responsibilities of each party shall not be substantially altered without prior written approval of the Procuring Agency and in line with any instructions issued by the Authority.
      (The limit on the number of members of JV or Consortium may be prescribed in BDS, in accordance with the guidelines issued by the PPRA).
    2. The invitation for bids is open to all prospective bidders subject to any provisions of incorporation or licensing by the respective national/ international incorporating agency or statutory body established for that particular trade or business. Procuring agencies shall specify the registration/licensing requirements for the foreign bidder keeping in view the requirement of that business.
    3. A Bidder shall not have a conflict of interest. All Bidders found to have a conflict of interest shall be disqualified. A Bidders may be considered to have a conflict of interest with one or more parties in this Bidding process, if they:
      1. are associated or have been associated in the past, directly or indirectly with a firm or any of its affiliates which have been engaged by the Procuring agency/Employer to provide consulting services for the preparation of design or technical specifications of the works that are the subject of the bid; or
      2. have controlling shareholders in common; or
      3. receive or have received any direct or indirect subsidy from any of them; or
      4. have the same legal representative for purposes of this Bid; or
      5. have a relationship with each other, directly or through common third parties, that puts them in a position to have access to information about or influence on the bid of another bidder, or influence the decisions of the Procuring agency/Employer regarding this Bidding process; or
      6. Submit more than one bid in this bidding process.
    4. A Bidder may be ineligible if –
      1. he is declared bankrupt or, in the case of company or firm, insolvent;
      2. payments in favor of the bidder is suspended in accordance with the judgment of a court of law other than a judgment declaring bankruptcy and resulting (in accordance with the national laws) in the total or partial loss of the right to administer and dispose of its property;
      3. the bidder is convicted, by a final judgment of a Court of Law or relevant Professional Statuary Body, of any offence involving professional conduct;
      4. The bidder is debarred/ blacklisted by a national level Procuring agency/Employer and hence debarred due to involvement in corrupt and fraudulent practices, or performance failure or due to breach of bid securing declaration.
    5. As and when required, bidders shall provide to the Procuring agency/Employer evidence of their eligibility, proof of compliance with the necessary legal requirements to carry out the contract effectively.
    6. Bidders shall submit proposal relating to the nature, conditions and modalities of sub-contracting wherever the sub-contracting of any elements of the contract is envisaged.
  4. Eligible Material and Equipment
    1. All the material and equipment to be mobilized under the contract shall have their origin in eligible source countries, and all expenditures made under the contract will be limited to such materials and equipment. For this purpose, ineligible countries are stated in the section-IV titled as “Eligible Countries”.

B. BIDDING DOCUMENTS

  1. Contents of Bidding Documents
    1. The scope of Works, bidding procedures, and terms and conditions of the contract are prescribed in the bidding documents.  In addition to the Invitation for Bids, the bidding documents which should be read in conjunction with any addenda issued in accordance with ITB 7.1 include:
      Section I -Invitation for Bids 
      Section II Instructions to Bidders (ITBs)
      Section III Bid Data Sheet (BDS)
      Section IV Eligible Countries
      Section V Evaluation and Qualification Criteria
      Section VI Works Requirements Technical Specifications & Schedule of Requirements
      Section VII Standard Bidding Forms
      Section VIII General Conditions of Contract (GCC)
      Section IX Particular Conditions of Contract (PCC)
      Section X Contract Forms
    2. The bidder is expected to examine all instructions, forms, specifications, terms and conditions prescribed in the bidding documents. Failure to furnish all the information required in the bidding documents will be at the bidder’s risk and may result in the rejection of his bid. 
  2. Clarification of Bidding Document, Pre-bid Meeting
    1. A prospective bidder requiring any clarification of the bidding document may notify the Procuring agency/Employer through EPADS. 
    2. The Procuring agency/Employer shall respond to the request for clarification in accordance with Rule 31 of the Public Procurement Rules 2004.
    3. Should the Procuring Agency deem it necessary to amend the BIDDING document as a result of a clarification, it shall do so following the procedure under ITB 7.
    4. If indicated in the BDS, the bidder’s designated representative is invited at the bidder’s cost to attend a pre-bid meeting at the place, date and time mentioned in the BDS. During this pre-bid meeting, prospective bidders may request clarification of the schedule of requirement, the evaluation criteria or any other aspects of the bidding documents.
    5. Minutes of the pre-bid meeting, if applicable, including the text of the questions asked by bidders, including those during the meeting (without identifying the source) and the responses given, together with any responses prepared after the meeting will be uploaded on EPADS. Any modification to the bidding documents that may become necessary as a result of the pre-bid meeting shall be made by the Procuring agency/Employer exclusively through the use of an Addendum pursuant to ITB 7. Non-attendance at the pre-bid meeting will not be a cause for disqualification of a bidder.
    6. The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for itself on its own responsibility all information that may be necessary for preparing the bid and entering into a contract for construction of the Works.  The costs of visiting the Site shall be at the bidder’s own expense.
    7. The bidder and any of its authorized personnel will be granted permission by the Procuring agency/Employer to enter upon its premises and lands for the purpose of such visit, but only upon the express condition that the bidder and its personnel will release and indemnify the Procuring agency/Employer  from and against all liability in respect thereof, and will be responsible for death or personal injury, loss of or damage to property, and any other loss, damage, costs, and expenses incurred as a result of the inspection.
  3. Amendment of Bidding Documents
    1. The procuring agency may issue notification of any change, addition, modification or deletion in accordance with Rule 23 of the Public Procurement Rules 2004 i.e. Bidding Documents.
    2. To give prospective bidders reasonable time in which to take an addendum/corrigendum into account in preparing their bids, the Procuring agency/Employer may, at its discretion, extend the deadline for the submission of bids:
      Provided that the Procuring agency/Employer shall extend the deadline for submission of bid in pursuance of Rule 27 of the  Public Procurement Rules 2004, i.e. Extension of time for submission of bids, if such an addendum is issued within last three (03) days of the bid submission deadline.

C. PREPARATION OF BIDS

  1. Language of Bid
    1. The bid prepared by the bidder, as well as all correspondence and documents relating to the bid exchanged by the bidder and the Procuring agency/Employer shall be written in the English language unless specified in the BDS. Supporting documents and printed literature furnished by the bidder may be in another language provided they are accompanied by an accurate translation of the relevant pages in the English language unless specified in the BDS, in which case, for purposes of interpretation of the bidder, the translation shall govern.
  2. Documents Constituting the Bids   
    1. The Bids prepared by the Bidder shall constitute of all the documents required in the BDS.
  3. Documents Establishing Eligibility of Material, Equipment and Works, their Conformity to Bidding Documents
    1. The bid prepared by the bidder shall constitute the following components: -
      1. Documentary evidence established in accordance with ITB 10 that the material and equipment to be utilized by the Bidder for the executions of works are eligible material and equipment and conform to the Bidding Documents;
      2. Documentary evidence established in accordance with ITB 11 that the bidder has been authorized to carry out the Construction works;
      3. Documentary evidence established in accordance with ITB 11 that the bidder is eligible and/or qualified for the subject bidding process;
      4. Form of Bid and Bid Prices completed in accordance with ITB 12 and 13; 
      5. Completed schedules as required, including priced Bill of Quantities in accordance with ITB 13.
      6. Technical Proposal completed in all aspects in accordance with ITB-15. 
      7. Bid security or Bid Securing Declaration furnished in accordance with ITB 17;
      8. Any other document required in the BDS.
    2. In addition to the requirements, bids submitted by a JV shall include a copy of the Joint Venture Agreement entered into by all members. Alternatively, a letter of intent to execute a Joint Venture Agreement in the event of a successful bid shall be signed by all members and submitted with the bid, together with a copy of the proposed Agreement.
    3. The bidder shall furnish, as part of its bid, all those documents establishing the eligibility in conformity to the terms and conditions specified in the bidding documents for all material, equipment and works which the bidder proposes to execute.
    4. The documentary evidence of conformity of the material, equipment and works to the Bidding Documents may be in the form of literature, drawings, and data, and shall consist of:
      1. a detailed description of the work methodology, approach, schedule and resources to be mobilized at site;
      2. an item-by-item commentary on the Procuring agency/Employer’s Technical Specifications demonstrating substantial responsiveness of the material, equipment and works to those specifications, or a statement of deviations and exceptions to the provisions of the Technical Specifications;
      3. any other procurement specific documentation requirement as stated in the BDS.
    5. The required documents and other accompanying documents must be in English. In case any other language than English is used the pertinent translation into English shall be attached to the original version.
  4. Documents Establishing Eligibility and Qualification of the Bidder   
    1. The bidder shall furnish, as part of its bid, all those documents establishing the bidder’s eligibility to participate in the bidding process and/or its qualification to perform the contract if its bid is accepted.
    2. The documentary evidence of the bidder’s eligibility to bid shall establish to the satisfaction of the Procuring agency/Employer that the bidder, at the time of submission of its bid, is from an eligible country as defined in Section-IV titled as “Eligible Countries”.
    3. The documentary evidence of the bidder’s qualification to perform the contract if its bid is accepted shall establish to the satisfaction of Procuring agency/Employer that:
      1. The bidder has the financial and technical capability necessary to perform the Contract, meets the qualification criteria specified in Section-V, Evaluation and Qualification Criteria and BDS.
      2. In the case of a bidder not doing business within Pakistan, the bidder is or will be (if awarded the contract) represented by a local bidder (Joint Venture) in accordance with the PEC works bylaws, and in case of award of works such foreign firm is required to participate in the execution of works to carry out its obligations as prescribed in the Conditions of Contract and /or Technical Specifications.
      3. That the bidder meets the qualification criteria listed in Section-V, Evaluation and Qualification Criteria and BDS. 
  5. Forms of Bid
    1. The Bidder shall fill the Form of Bids furnished in the bidding documents. The Bids Form must be completed without any alterations to its format and no substitute shall be accepted.
  6. Bid Prices
    1. The bid prices quoted by the bidder in the Standard bid Forms, Bill of Quantities and in the Price Schedules shall conform to the requirements specified below or exclusively mentioned hereafter in the bidding documents. 
    2. The bidder shall fill in rates and prices for all items of the Works described in the Bill of Quantities. If a Price Schedule shows items listed but not priced, their prices shall be construed to be included in the prices of other items in the Bill of Quantities and will not be paid for separately by the Procuring agency/Employer. 
    3. Items not listed in the Price Schedule shall be assumed not to be included in the bid, and provided that the bid is still substantially responsive in their absence or due to their nominal nature, the corresponding average price of the respective item(s) of the remaining substantially responsive bidder(s) shall be construed to be the price of those missing item(s):
      Provided that:
      1. where there is only one (substantially) responsive bidder, or
      2. where there is provision for alternate proposals and the respective items are not listed in the other bids, 
        The Procuring agency/Employer may fix the price of missing items in accordance with market survey, and the same shall be considered as final price.
    4. The Bid price to be quoted in the Form of Bid in accordance with ITB 12 shall be the total price of the bid.
    5. Unless otherwise specified in the BDS and the Contract, the rates and prices quoted by the bidder are subject to adjustment during the performance of the Contract in accordance with the provisions of the Conditions of Contract. 
    6. If so specified in ITB 1.1, bids may be invited for individual lots (contracts) or for any combination of lots (packages). 
    7. Prices quoted by the Bidder shall be fixed during the bidder’s performance of the contract and not subject to variation on any account. A bid submitted with an adjustable price will be treated as non-responsive and shall be rejected, pursuant to ITB 27, unless otherwise price adjustment is permissible under Conditions of the Contract. 
    8. All duties, taxes, and other levies payable by the Contractor under the Contract, or for any other cause, as of the date twenty-eight (28) days prior to the deadline for submission of bids, shall be included in the rates and prices and the total bid price submitted by the bidder.
  7. Currencies of Bid and Payment
    1. Prices shall be quoted in Pakistani Rupees unless otherwise specified in the BDS. Comparison of bids and tie of bid shall be treated in accordance with the Rule 30(2) of Public Procurement Rules, 2004.
  8. Documents Comprising the Technical Proposal
    1. The bidder shall furnish a Technical Proposal including a statement of work methods, equipment, personnel, schedule and any other information as stipulated in Section VII – Standard Bid Forms, in sufficient detail to demonstrate the adequacy of the bidder’s proposal to meet the work requirements and the completion time.
  9. Bid Validity Period
    1. Bids shall remain valid for the period specified in the BDS after the bid submission deadline prescribed by the Procuring agency/Employer. A bid valid for a shorter period shall be rejected by the Procuring agency/Employer as non-responsive. The period of bid validity will be determined from the complementary bid securing instrument i.e. the expiry period of bid security or bid securing declaration as the case may be. 
    2. Under exceptional circumstances, prior to the expiration of the initial Bids/Bid validity period, the Procuring Agency may request the Bidders’ consent to an extension of the period of validity of their Bids/Bid. Such request for extension of the period of bid validity shall be carried out in accordance with Rule 26 of the Public Procurement Rules, 2004.
  10. Bid Security or Bid Securing Declaration
    1. Pursuant to ITB 11.1 unless otherwise specified in the BDS, the bidder shall furnish as part of its bid, a Bid Security in accordance with Rule 25 of the Public Procurement Rules, 2004 in the amount and currency specified in the BDS or Bid Securing Declaration as specified in the BDS in the format provided in Section VII (Standard Bidding Forms). 
      In case Procuring agency/Employer is inviting bids in lots / packages, the bidder shall be required to submit his bid security against the respective lot/ package for which he is submitting his bid.
      Until the development of functionality of auto verification of financial instrument in EPADS, the scanned copy of bid security or bid securing declaration, as the case may be, shall be uploaded on E-PADS whereas the original instrument to be submitted to the procuring agency before closing of bid submission deadline,
    2. The Bid Security shall be denominated in the local currency or in another freely convertible currency, and it shall be in the form specified in the BDS which shall be in any of the following:
      1. A bank guarantee, an irrevocable letter of credit issued by a Scheduled bank in the form provided in the Bidding Documents or another form acceptable to the Procuring agency/Employer and valid for twenty-eight (28) days beyond the end of the validity of the Bid. This shall also apply if the period for Bid Validity is extended. In either case, the form must include the complete name of the bidder; 
      2. A cashier’s or certified cheque; or
      3. Another security as indicated in the BDS.
    3. The Bid Security or Bid Securing Declaration shall be in accordance with the Form of the Bid Security or Bid Securing Declaration included in Section VII (Standard Bidding Forms) or another form approved by the Procuring agency/Employer prior to the bid submission.
    4. The Bid Security shall be payable promptly upon written demand by the Procuring agency/Employer in case any of the conditions listed in ITB 17.9 are invoked.
    5. Any bid not accompanied by a Bid Security or Bid Securing Declaration in accordance with ITB 17.1 or 17.3 shall be rejected by the Procuring agency/Employer and shall be declared as non-responsive bid, pursuant to ITB 27.
    6. Unsuccessful bidders’ Bid Security will be discharged or returned as promptly as possible, however in no case later than thirty (30) days after the expiration of the period of Bid Validity prescribed by the Procuring agency/Employer pursuant to ITB 16. The Procuring agency/Employer shall make no claim to the amount of the Bid Security, and shall promptly return the Bid Security document, after whichever of the following that occurs earliest:
      1. The expiry of the Bid Security;
      2. The entry into force of a procurement contract and the provision of a performance security (or guarantee), for the performance of the contract if such a security (or guarantee), is required by the Biding documents;
      3. The rejection by the Procuring agency/Employer of all Bids;
      4. The withdrawal of the bid prior to the deadline for the submission of bids, unless the biding documents stipulate that no such withdrawal is permitted.
    7. The successful bidder’s Bid Security will be discharged upon the bidder signing the contract pursuant to ITB 40, or furnishing the performance security (or guarantee), pursuant to ITB 41.
    8. The Bid Security may be forfeited or the Bid Securing Declaration executed:
      1. if a Bidder: 
        1. Withdraws its Bid during the period of Bid Validity as specified by the Procuring agency/Employer, and referred by the bidder on the Form of Bid except as provided for in ITB 16.2; or 
      2. In the case of a successful bidder, if the bidder fails:
        1. to sign the contract in accordance with ITB 40; or
        2. to furnish performance security (or guarantee) in accordance with ITB 41.
    9. In case of Bid Security issued by the foreign bank is allowed by the Procuring agency/Employer, the same should be counter guaranteed by a corresponding bank in Pakistan. Furthermore, in case of joint venture, it should be in the name of Joint venture to ensure joint responsibility. In case the JV is not legally constituted at the time of bid submission, the bid security or bid securing declaration shall be in the names of all future members as named in the letter of bid.
  11. Withdrawal of Bids   
    1. Before bid submission deadline, any bidder may withdraw, substitute, or modify its bid after it has been submitted by sending a written notice, duly signed by an authorized representative, and the corresponding must accompany the respective written notice. 
  12. Format and Signing of Bid
    1. The Bidder shall prepare and submit Bids through EPADS with due diligence after carefully reading all the terms and condition before bid submission deadline.

D. SUBMISSION OF BIDS

  1. Submission of Bids through EPADS v2.0
    1. All bids shall be submitted through EPADS v2.0.
  2. Deadline for Submission of Bids
    1. All bids shall be received through EPADS v2.0 not later than bid submission deadline as specified in the BDS.
    2. The Procuring agency/Employer may, under exceptional circumstances and at its discretion, extend the deadline for the submission of bids, pursuant to Rule 27 of the Public Procurement Rules, 2004. Extension of Time for submission of bid, by amending the Bidding Documents in accordance with ITB 7, in which case all rights and obligations of the Procuring agency/Employer and bidders previously subject to the deadline will thereafter be subject to the new deadline.
  3. Substitution and Modification of bids
    1. A bidder may substitute or modify his bid after it has been submitted, provided that written notice of the substitution or modification of the bid, is received by the Procuring agency/Employer prior to the deadline for submission of bids.
    2. Revised bid may be submitted after the substitution or modification made in the original bid in accordance with the provisions referred in ITB 18

E. OPENING AND EVALUATION OF BIDS

  1. Opening of Bids
    1. The Procuring Agency will open bids in accordance with Rule 28 of the Public Procurement Rules, 2004 and as specified in the BDS.
  2. Confidentiality
    1. Information relating to the examination, clarification, evaluation and comparison of bids and recommendation of contract award shall not be disclosed to bidders or any other persons not officially concerned with such process until the time of the announcement of the respective evaluation report.
  3. Clarification of Bids
    1. Clarification of Bidding Documents shall be carried out in accordance with Rule 31 of the Public Procurement Rules, 2004.
    2. The alteration or modification in the bid which in any case affect the following parameters will be considered as a change in the substance of a bid:
      1. evaluation & qualification criteria;
      2. required scope of work;
      3. contract price;
      4. all securities requirements;
      5. tax requirements;
      6. terms and conditions of bidding documents.
      7. change in the ranking of the bidder
  4. Preliminary Examination of Bids 
    1. Prior to the detailed evaluation of bids, the Procuring agency/Employer will determine whether each bid:
      1. meets the eligibility criteria defined in ITB 3 and ITB 4
      2. has been prepared as per the format and contents defined by the Procuring agency/Employer in the bidding documents;
      3. has been properly signed; 
      4. is accompanied by the required securities; and 
      5. is substantially responsive to the requirements of the bidding documents. 
        The Procuring agency/Employer's determination of a bid's substantial responsiveness will be based on the contents of the bid itself.
    2. A substantially responsive Bid is one which conforms to all the terms, conditions, and specifications of the Bidding Documents, without material deviation or reservation. A material deviation or reservation is one that: - 
      1. affects in any substantial way the scope, quality, or performance of the Works; 
      2. limits in any substantial way, inconsistent with the bidding documents, the Procuring agency/Employer's rights or the bidders’ obligations under the Contract; or 
      3. if rectified, would affect unfairly the competitive position of other bidders presenting substantially responsive bids.
    3. The Procuring agency/Employer will confirm that the documents and information specified under ITB 9, 10 and 11 have been provided in the bid. If any of these documents or information is missing, or is not provided in accordance with the Instructions to Bidders, the bid shall be rejected.
    4. The Procuring agency/Employer may waive-off any minor informality, nonconformity, or irregularity in a bid which does not constitute a material deviation, provided such waiver does not prejudice or affect the relative ranking of any Bidder.
      Explanation: A minor informality, non-conformity or irregularity is one that is merely a matter of form and not of substance. It also pertains to some immaterial defect in a Bid or variation of a bid from the exact requirements of the invitation that can be corrected or waived without being prejudicial to other bidders. The defect or variation is immaterial when the effect on quantity, quality, or delivery is negligible when contrasted with the total cost or scope of the works. The Procuring agency/Employer either shall give the bidder an opportunity to cure any deficiency resulting from a minor informality or irregularity in a bid or waive the deficiency, whichever is advantageous to the Procuring agency/Employer. Examples of minor informalities or irregularities include failure of a bidder to –
      1. Submit the number of copies of signed bids required by the invitation;
      2. Furnish required information concerning the number of its employees;
      3. the firm submitting a bid has formally adopted or authorized, before the date set for opening of bids, the execution of documents by typewritten, printed, or stamped signature and submits evidence of such authorization and the bid carries such a signature.
    5. Provided that a Technical Bid is substantially responsive, the Procuring agency/Employer may request the bidder to submit the necessary information or documentation, within a reasonable period of time, to rectify nonmaterial nonconformities or omissions in the Technical Bid related to documentation requirements. Requesting information or documentation on such nonconformities shall not be related to any such aspect of the technical Proposal linked with the ranking of the bidders. Failure of the bidder to comply with the request may result in the rejection of its bid.
    6. Provided that a Technical Bid is substantially responsive, the Procuring agency/Employer shall rectify quantifiable nonmaterial nonconformities or omissions related to the Financial Proposal. To this effect, the Bid Price shall be adjusted, for comparison purposes only, to reflect the price of the missing or nonconforming item or component. 
    7. If a bid is not substantially responsive, it will be rejected by the Procuring agency/Employer and may not subsequently be evaluated for complete technical responsiveness. 
  5. Examination of Terms and Conditions; Technical Evaluation
    1. The Procuring agency/Employer shall examine the bid to confirm that all terms and conditions specified in the GCC and the PCC have been accepted by the bidder without any material deviation or reservation.
      For this purpose:
      “Deviation” means departure from the requirements specified in the Bidding Document.
      “Reservation” means setting of limiting conditions or withholding from complete acceptance of the requirements specified in the Bidding Document.
    2. The Procuring agency/Employer shall evaluate the technical aspects of the bid submitted in accordance with ITB 30, to confirm that all requirements specified in Section VI – Works Requirement, Technical Specifications of the Bidding Documents have been met without material deviation or reservation.
    3. If after the examination of the terms and conditions and the technical evaluation, the Procuring agency/Employer determines that the bid is not substantially responsive in accordance with ITB 27, it shall reject the bid.
  6. Correction of Arithmetic Errors
    1. Bids determined to be substantially responsive will be checked for any arithmetic errors.  Errors will be corrected as follows: -
      1. if there is a discrepancy between unit prices and the sub-total price that is obtained by multiplying the unit price and quantity, the unit price shall prevail, and the sub-total price shall be corrected, unless in the opinion of the Procuring agency/Employer there is an obvious misplacement of the decimal point in the unit price, in which the total price as quoted shall govern and the unit price shall be corrected;
      2. if there is an error in a total corresponding to the addition or subtraction of sub-totals, the sub-totals shall prevail, and the total shall be corrected; and 
      3. where there is a discrepancy between the amounts in figures and in words, the amount in words will govern.
      4. Where there is discrepancy between grand total of price schedule and amount mentioned on the Form of Bid, the amount referred in Price Schedule shall be treated as correct subject to elimination of other errors. 
    2. The amount stated in the Bid will, be rectified by the Procuring agency/Employer in accordance with the above procedure for the correction of errors and, with, the concurrence of the bidder, shall be considered as binding upon the bidder. If the bidder does not accept the corrected amount, its bid shall be rejected after forfeiture of Bid Security or execution of the Bid Securing Declaration, as the case may be, in accordance with ITB 41.3.
  7. Conversion to Single Currency
    1. The unit rates and the prices shall be quoted by the bidder entirely in Pak rupees. A bidder expecting to incur expenditures in other currencies for inputs to the Works from outside the Procuring agency/Employer’s country (referred to as the “Foreign Currency Requirements”) shall indicate the same in the letter of bid-financial proposal. The proportion of the Bid Price (excluding Provisional Sums) needed by him for the payment of such Foreign Currency Requirements either (i) entirely in the currency of the Bidder’s home country or, (ii) at the bidder’s option, entirely in Pak rupees provided always that a bidder expecting to incur expenditures in a currency or currencies other than those stated in (i) and (ii) above for a portion of the foreign currency requirements, and wishing to be paid accordingly, shall indicate the respective portions in his bid. Comparison of bids quoted in different currencies and conversion of bids into a single currency shall be carried out in accordance with Rule 30(2) of the Public Procurement Rules, 2004.
  8. Evaluation of Bids
    1. The Procuring agency/Employer shall evaluate and compare only the bids determined to be substantially responsive, pursuant to ITB 27.
    2. In evaluating the Technical Proposal of each Bid, the Procuring agency/Employer shall use the criteria and methodologies listed in the BDS and in terms of works requirement. No other evaluation criteria or methodologies shall be permitted.
    3. The Procuring agency/Employer’s evaluation of a bid will take into account:
      1. the bid price, excluding provisional sums and the provision, if any, for contingencies in the summary bill of quantities, but including day work items, where priced competitively;
      2. converting the amount resulting from applying above, if relevant, to a single currency in accordance with ITB 29;
    4. The estimated effect of the price adjustment provisions of the Conditions of Contract, applied over the period of execution of the Contract, shall not be taken into account in bid evaluation.
    5. If these bidding documents allow bidders to quote separate prices for different lots, and the award to a single bidder of multiple lots, the methodology of evaluation to determine the lowest evaluated lot combinations in the Form of Bid, is specified in the BDS.
    6. If the bid, which results in the Evaluated Bid Price (Successful Bid), is seriously unbalanced or front loaded in the opinion of the Employer, the Employer may require the Bidder to produce detailed price analyses for any or all items of the Bill of Quantities, to demonstrate the internal consistency of those prices with the construction methods and schedule proposed. After evaluation of the price analyses, taking into consideration the schedule of estimated Contract payments, the Employer may require that the amount of the performance security be increased at the expense of the Bidder to a level sufficient to protect the Employer against financial loss in the event of default of the successful Bidder under the Contract.
      Explanation:
      “Unbalanced” or “front-loaded” bids consist of deliberately submitting bids with artificially high prices or unit rates for the early stages of a construction project, offset by artificially low prices or unit rates for the later stages of the project, to improve the contractor’s cash flow.
  9. Domestic Preference
    1. If the BDS so specifies, the Procuring agency/Employer will grant a margin of preference to the domestic contractor in line with the rules, regulations, regulatory guides or instructions issued by the Authority from time to time. 
  10. Determination of Successful Bid
    1. The Procuring agency/Employer shall compare the evaluated bids in accordance with the predefined bidding procedure, of all substantially responsive bids to determine the Successful bidder. 
  11. Qualification of Bidder 
    1. The Procuring agency/Employer shall determine to its satisfaction whether the bidder is substantially responsive and whose bid is declared as Successful bid either continues to meet (if prequalification applies) or meets (if post-qualification applies) the qualifying criteria specified in Evaluation and Qualification Criteria.
      Note: In case of international bidding, the parameters for incorporation or licensing within Pakistan may be fulfilled as part of post qualification.
    2. The determination shall be based upon an examination of the documentary evidence of the bidder’s qualifications submitted by the bidder, pursuant to ITB 11.
    3. Prior to contract award, the Procuring agency/Employer will verify that the successful bidder (including each member of a JV) is not blacklisted/debarred. The Procuring agency/Employer will conduct the same verification for each sub-contractor proposed by the successful bidder. 
  12. Sub-Contractors
    1. The bidder shall provide details regarding any specialized sub-contractor to the Procuring agency/Employer. In case change of sub-contractors, the bidder shall promptly notify the Procuring agency/Employer and obtain approval for replacement of sub-contractors.
    2. Bidders may propose sub-contracting up to the percentage of total value of contracts or the volume of works as specified in the BDS.
  13. Abnormally Low Financial Bid
    1. A procuring Agency may reject abnormally low bids. The decision of the Procuring agency/Employer to reject a bid and reasons for the decision shall be recorded in the procurement proceedings and promptly communicated to the bidder concerned. Moreover, the Procuring agency/Employer shall not incur any liability solely by rejecting abnormally bid
      Guidance for Procuring agency/Employer:
      An abnormally low bid means, in the light of the Procuring agency/Employer’s estimate and of all the bids submitted, the bid appears to be abnormally low by not providing a margin for normal levels of profit. In order to identify the Abnormally Low Bid (ALB) following approaches can be considered to minimize the scope of subjectivity:
      1. Comparing the bid price with the cost estimate; 
      2. Comparing the bid price with the bids offered by other bidders submitting substantially responsive bids; and 
      3. Comparing the bid price with prices paid in similar contracts in the recent past either government- or development partner-funded.
    2. The Procuring agency/Employer will determine to its satisfaction whether the bidder that is selected as having submitted the successful bid is qualified to perform the contract satisfactorily, in accordance with the criteria listed in ITB 11
    3. The determination will take into account the bidder’s financial and technical capabilities.  It will be based upon an examination of the documentary evidence of the bidder’s qualifications submitted by the bidder, pursuant to ITB 11, as well as such other information as the Procuring agency/Employer deems necessary and appropriate. Factors not included in these bidding documents shall not be used in the evaluation of the bidders’ qualifications.
    4. Procuring agency/Employer may seek “Certificate for Independent Price Determination” from the bidder and the results of reference checks may be used in determining award of contract.
      Explanation: The Certificate shall be furnished by the bidder. The bidder shall certify that the price is determined keeping in view of all the essential aspects such as raw material, its processing, value addition, optimization of resources due to economy of scale, transportation, insurance and margin of profit etc. 
    5. An affirmative determination will be a prerequisite for award of the contract to the bidder. A negative determination will result in rejection of the bidder’s bid, in which event the Procuring agency/Employer will proceed to the next ranked bidder to make a similar determination of that bidder’s capabilities to perform satisfactorily.

F. AWARD OF CONTRACT

  1. Criteria of Award
    1. Subject to ITB 36 and 37, the Procuring agency/Employer will award the Contract to the bidder whose bid has been determined to be substantially responsive to the bidding documents and who has been declared as Successful Bidder, provided that such bidder has been determined to be:
      1. eligible in accordance with the provisions of ITB 3
      2. is determined to be qualified to perform the Contract satisfactorily; and 
      3. Successful negotiations have been concluded, if any.
  2. Negotiations
    1. The Committee of the Procuring agency/Employer may negotiate with the Most Advantageous Bidder relating to the following areas:
      1. a minor alteration to the technical (drawings, design technical specifications) details of the statement of works;
      2. Methodology, work plan, staffing in view to streamline the work;
      3. a minor amendment to the Particular conditions of Contract;
      4. finalizing payment arrangements;
      5. clarifying details that were not apparent or could not be finalized at the time of Bidding; 
    2. Where negotiation fails to result into an agreement, the Procuring agency/Employer may invite the next ranked bidder for negotiations. Where negotiations are commenced with the next ranked bidder, the Procuring agency/Employer shall not reopen earlier negotiations.
  3. Procuring agency's Right to reject All Bids
    1. The procuring agency has the right to reject all bids in accordance with Rule 33 of the Public Procurement Rules, 2004. However, the Authority (i.e. PPRA) may call from the Procuring agency/Employer the justification of those grounds. 
  4. Notification of Award
    1. The procuring agency shall announce and publish the evaluation result in accordance with Rule 35 of the Public Procurement Rules, 2004.
    2. Where no complaints have been lodged, the bidder whose bid has been accepted will be notified of the award by the Procuring agency/Employer prior to expiration of the bid validity period through EPADS. However, the Procuring agency/Employer shall not award any procurement contract at least for five (05) days after the announcement of final evaluation report. The notification letter (herein after and in the condition of the contract and contract form called “Letter of Acceptance” will specify the sum that the Procuring agency/Employer will pay the successful bidder in consideration for the execution and completion of the works as prescribed by the Contract (hereinafter and in the Contract called the "Contract Price). 
    3. The notification of award will constitute the formation of the Contract, subject to the bidder furnishing the Performance Security (or guarantee) in accordance with ITB 41 and signing of the contract in accordance with ITB 40
    4. Upon the successful bidder’s furnishing of the performance security (or guarantee) pursuant to ITB 41, the Procuring agency/Employer will promptly notify each unsuccessful bidder, the name of the successful bidder and the Contract amount and will discharge the Bid Security or Bid Securing Declaration of the bidder(s) pursuant to ITB 17.
  5. Signing of Contract
    1. Promptly after notification of award, Procuring agency/Employer shall send the successful bidder the draft agreement, incorporating all terms and conditions as agreed by the parties to the contract. 
    2. Immediately after the Redressal of grievance by the GRC, and after fulfillment of all conditions precedent of the Contract Form, the successful bidder and the Procuring agency/Employer shall sign the contract.
    3. Where no formal signing of a contract is required, work order issued to the bidder shall be construed to be the contract. 
  6. Performance Security (or Guarantee)
    1. After the receipt of the Letter of Acceptance, the successful bidder, within the specified time, shall deliver to the Procuring agency/Employer a Performance Guarantee in the amount and in the form stipulated in the BDS and PCC, denominated in the type and proportions of currencies in the Letter of Acceptance and in accordance with the Conditions of Contract.
    2. If the Performance Guarantee is provided by the successful bidder and it shall be in the form specified in the BDS which shall be in any of the following:
      1. certified cheque, cashier’s or manager’s cheque, or bank draft; 
      2. irrevocable letter of credit issued by a scheduled bank of Pakistan or in the case of an irrevocable letter of credit issued by a foreign bank, the letter shall be confirmed or authenticated by a scheduled bank of Pakistan; 
      3. bank guarantee confirmed by a reputable local bank or, in the case of a successful foreign bidder, bonded by a foreign bank; or
      4. surety bond callable upon demand issued by any reputable surety or insurance company.
        Any Performance Guarantee submitted shall be enforceable in Pakistan.
    3. Failure of the Most Advantageous Bidder to comply with the requirement of ITB 40 shall constitute sufficient grounds for the annulment of the award and forfeiture of the Bid Security or declare blacklisted (in case bid securing declaration is submitted) in which event the Procuring agency/Employer may make the award to the next most advantageous bidder or reinitiate the procurement process afresh (as a case may be).
  7. Advance Payment
    1. Advance payment will be provided to the bidder in percentage and in the manner as agreed by the both parties in terms of Conditions of the Contract. 
    2. The Procuring agency/Employer will provide an advance payment as stipulated in the Conditions of Contract, subject to a maximum amount, as stated and/or Conditions of the Contract.  The advance payment request shall be accompanied by an advance payment security (guarantee) in the form provided in Section X. For the purpose of receiving the advance payment, the bidder shall make and estimate of, and include in its bid, the expenses that will relate to the purchase of equipment, machinery, materials, and on the engagement of labor during the first month beginning with the date of the Procuring agency/Employer’s “Notice to Commence” as specified in the PCC.
  8. General Performance of the Bidders
    1. The Procuring agency/Employer reserves the right to obtain information regarding performance of the bidders on their previously awarded contracts / works. The Procuring agency/Employer may seek information / report from the previous employer for consideration. However, the Procuring agency/Employer shall incorporate such parameters in the evaluation criteria and accordingly decide the fate of the bid submitted.
  9. Corrupt & Fraudulent Practices
    1. Procuring agencies (including beneficiaries of Government funded projects and procurement) as well as Bidders/Suppliers/Contractors under Government financed contracts, observe the highest standard of ethics during the procurement and execution of such contracts, and will avoid to engage in any corrupt and fraudulent practices.  

G. GRIEVANCE REDRESSAL & COMPLAINT REVIEW MECHANISM

  1. Grievance Redressal
    1. Grievance Redressal shall be carried out in accordance with Rule 48 of the Public Procurement Rules, 2004 i.e. Redressal of grievances by the procuring agency and “Redressal of Grievances Regulations 2021”.

H. MECHANISM OF BLACKLISTING

  1. Mechanism of Blacklisting
    1. The Procuring agency/Employer shall proceed Blacklisting of Bidders/Contractors in accordance with Rule 19 of the Public Procurement Rules, 2004 i.e. Blacklisting and “Blacklisting and Debarment of Bidders or Contractors Regulations 2024. 

📑 Bid Data Sheet (BDS)

CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Published on: Wednesday, July 29, 2026 05:36 PM

Ref# : P72208
QR Code

Bids Data Sheet (BDS)

The following specific data for the procurement of Goods to be procured shall complement, supplement, or amend the provisions in the Instructions to Bidders (ITB).  Whenever there is a conflict, the provisions herein shall prevail over those in ITB.

BDS Clause Number

ITB Number

Amendments of, and Supplements to, Clauses in the Instruction to Bidders

A. Introduction

1

1.1

Name of Procuring Agency: ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA))

The subject of procurement is: CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Expected commencement date: Thursday, October 1, 2026

2.

2.1

Financial year for the operations of the Procuring Agency: 2026-27

Name and identification number of the Contract: P72208 

3. 3.1 JV/Consortium or Association Allowed: Yes
Number of JV/Consortium Members: 3

B. Bidding Documents

4.

6.2 & 6.4

The Bidders may seek clarifications through EPADS v2.0: Clarification Date: Thursday, August 13, 2026

5. 7.2

Any addendum, in case issued, shall be published on ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)) website  and on EPADS v2.0.

C. Preparation of Bids

6.

8.1

List of documents required along with the bid:

  1. CNIC (Soft & hard form) duly attested (For all partners in JV) SECP /Sole proprietership FBR and ATL listing (For all partners in JV) Professional Tax (For all partners in JV) PEC (Relevant cat. with codes) (For all partners in JV) Ownership / No blacklisting / No Litigation affidavit on PKR 300 E-stamp (For all partners in JV) Audited Financial Statements for the last 3 years (For all partners in JV)

 

7. 9.1

The qualification criteria to establish the supply / production capability of the bidder.

see Eligibility Criteria
8. 11.2 


Works and Their related documents:
See section Required Scope of Work
 

9. 11.1 Price schedule will be provided according to the format defined and acquired.
see section price schedule.
10. 11.4

 Specifications:

see section of specifications.

11.

11.5 & 13.5

The price shall be Fixed.
The bid price shall be adjusted in accordance with Appendix provided – Formula for Price Adjustment.

12.

14.1

Currency of the Bids shall be : PKR

13.

16.1

The Bids/Bid Validity period shall be: 120 Days

14.

17.1 

The amount of Bid Security shall be as defined in Bid Security Section for items and lots given in BDS 6

15. 17.2

The Bid Security shall be in the form of: Pay Order, Call at Deposit  

16. 15.1

Alternative Bids to the requirements of the bidding documents will not be permitted.

D. Submission of Bids

17.

18.1 & 21.1

Bid shall be submitted online on EPADS v2.0 whereas hard copy of the bid security should be submitted to the following;

ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).

Bids that are not submitted on EPADS v2.0 shall be disqualified.

The deadline for Bids submission is: Wednesday, August 19, 2026 11:00 AM

E. Opening and Evaluation of Bids

18.

24.1

The Bids opening shall take place on EPADS v2.0.

Day : Wednesday

Date: August 19, 2026

Time : 11:30 AM

19.

30.2

Selection technique adopted will be: Least Cost Based Selection (LCBS)
see Evaluation Criteria

F. Award of Contract

20.

41.1 & 41.2

The Performance guarantee shall: 5.00%.

The Performance Guarantee shall be acceptable in the form of: Pay Order, Banker's Cheque, Call at Deposit, Bank Guarantee

21. 45.1

Arbitrator shall be appointed by mutual consent of the both parties.

G. Review of Procurement Decisions

22.

37

Grievance against this procurement shall be submitted online on EPADS v2.0.

Eligibility Criteria

Bidder's TypeRequired Registration
Sole Proprietorship
Partnership Firm
Company (Private Limited)
NADRA CITIZENSHIP (CNIC/NICOP)
FBR (NTN)
FBR (GSTN)
SECP
PEC
Eligibility CriteriaDocument
Attested CNIC soft form / hard form (All JV Partners), SECP Registration (In case of JV, lead partner must fulfil) OR Sole proprietorship, duly attested on non-judicial stamp paper, Valid FBR Registration and active ATL Listing (All partners), Valid professional Tax certificate (All partners), Valid PEC Licence C-2 with CE10, EE04 Codes (Commulative), Ownership / No litigation / No blacklisting affidavit on E-stamp of PKR 300 (All partners), Audited Fin. statements last 3 years (All partners)Yes

Evaluation Criteria

Least Cost Based Selection (LCBS)

Technical Marks100
Passing Marks100
General Experience
Projects of similar nature and complexity Completed / In hand in last ten years. (Minimum value Rs. 300 Million (M) or above) Mandatory Criteria: At least 03 projects of similar nature (as prescribed in description) must be completed / In hand NOTE: Work completion certificates or any other document validating the successful completion of claimed works must be provided (Qualitative)(Doc Required)10
Personnel Capabilities
Project Manager: 01 No. B.Sc / M.Sc Civil Engineer registered with Pakistan Engineering Council (PEC) with at least 15 years of relevant experience Note: Valid registration with PEC, valid experience certificates bearing stamp of employer(s) explicitly mentioning the tenure of service and employment proof with the current company (Bidder) must be provided (Qualitative)(Doc Required)10
Site Manager(s) Civil: 03 Nos. B.Sc / M.Sc Civil Engineers (01 no. for each site) registered with Pakistan Engineering Council (PEC) with at least 7 years of relevant experience Note: Valid registration with PEC, valid experience certificates bearing stamp of employer(s) explicitly mentioning the tenure of service and employment proof with the current company (Bidder) must be provided (Qualitative)(Doc Required)10
Site Manager Electrical: 01 No. B.Sc / M.Sc Electrical Engineer registered with Pakistan Engineering Council (PEC) with at least 7 years of relevant experience Note: Valid registration with PEC, valid experience certificates bearing stamp of employer(s) explicitly mentioning the tenure of service and employment proof with the current company (Bidder) must be provided (Qualitative)(Doc Required)10
Associates Engineers (DAE) Civil: 03 Nos. DAE Civil (01 no. for each site) with at least 10 years of relevant experience Notes: Valid educational certificate(s) , valid experience certificates bearing stamp of employer(s) explicitly mentioning the tenure of service and employment proof with the current company (Bidder) must be provided (Qualitative)(Doc Required)10
Associates Engineers (DAE) Electrical: 01 No. DAE Electrical with at least 10 years of relevant experience Notes: Valid educational certificate(s) , valid experience certificates bearing stamp of employer(s) explicitly mentioning the tenure of service and employment proof with the current company (Bidder) must be provided (Qualitative)(Doc Required)10
Surveyor(s): 02 Nos. Surveyors with at least 10 years of survey experience Notes: Valid educational certificate(s) , valid experience certificates bearing stamp of employer(s) explicitly mentioning the tenure of service and employment proof with the current company (Bidder) must be provided (Qualitative)(Doc Required)10
Equipment Capability
03 Nos. Dumper Trucks 01 No. Excavator with all accessories 03 Nos. Concrete Mixer Machines 03 Nos. Vibrators 01 No. Mobile Crane 01 No. Total Station with all accessories 02 Nos. Levelling Instruments Notes: 1) Contractor (lead partner is case of JV) must submit an undertaking on non-judicial stamp paper that all the necessary / required equipment either owned or rented will be made available at site as per the site requirements (Qualitative)(Doc Required)10
Financial Soundness
Average Annual Turnover for the last 3 years must be Rs. 500 (M) or above (Qualitative)(Doc Required)10
Average Working Capital in last 3 years must be Rs. 100 (M) or above (Qualitative)(Doc Required)10

Jobs/Lots

Lot Title : CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Bid Security : 15000000 PKR

Job Delivery Schedule Quantity
ASF Barracks for 192 personnel
Address: ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province). Schedule: 545 Days Quantity: 2/job
2/job
16 x MOQs (3 Bed) - G+3 (08 MOQs per Block)
Address: ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province). Schedule: 545 Days Quantity: 2/job
2/job
ASF 16 x JS apartments (2 bed) - G+3 (16 apartments per Block)
Address: ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province). Schedule: 545 Days Quantity: 1/job
1/job

Related Services :

No

Work Specifications and Market Rates

Lot Title: CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Specifications / Requirements:

Sr. NoRef. No.DescriptionUnitQtyRate Amount
1ASF Barracks Building works-01Excavation for raft foundations, underground tanks and septic tanks (rectangular or square) in all kinds of soil (except gravelly and murum soil wet silt, clay or mud, conglomeration of gravel and boulders, soft, sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 R.m) and lift upto 5 feet (2.135 m)100 Cft723781902.25One Thousand Nine Hundred Two Rupees and Twenty Five Paisas1376811
2ASF Barracks Building works-02Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a soloution using of confront TC or ABILITY 2.5 % EC (Fipronil as an active ingredient) or approved equivalent by spraying all around the sides of foundation, trenches, flooded under floor @ 1/2 Liters of chemical per % Sft) with water and spraying the solution of the area to be treated as completed as per direction of Engineer incharge (Based on P.No 428/199)P.Sft1827218.382Eighteen Rupees and Thirty Eight Paisas335876
3ASF Barracks Building works-03Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc. complete100 Cft723834306.426Thirty Four Thousand Three Hundred Six Rupees and Forty Three Paisas2483099
4ASF Barracks Building works-04Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth. 100 Cft2171454298.006Fifty Four Thousand Two Hundred Ninety Eight Rupees and One Paisa11790269
5ASF Barracks Building works-05Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in column footing of required shape including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth.100 Cft13661109.174Sixty One Thousand One Hundred Nine Rupees and Seventeen Paisas83108
6ASF Barracks Building works-06Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth. 100 Cft58666501.764Sixty Six Thousand Five Hundred One Rupees and Seventy Six Paisas389700
7ASF Barracks Building works-07Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in plinth beams of required shape and design including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth. 100 Cft276664324.274Sixty Four Thousand Three Hundred Twenty Four Rupees and Twenty Seven Paisas1779209
8ASF Barracks Building works-08Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in Ground Floor 100 Cft216081591.034Eighty One Thousand Five Hundred Ninety One Rupees and Three Paisas1762366
9ASF Barracks Building works-09Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in First Floor. 100 Cft198085527.078Eighty Five Thousand Five Hundred Twenty Seven Rupees and Eight Paisas1693436
10ASF Barracks Building works-10Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in Second Floor 100 Cft198088621.904Eighty Eight Thousand Six Hundred Twenty One Rupees and Ninety Paisas1754714
11ASF Barracks Building works-11Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in Ground Floor. 100 Cft246074064.942Seventy Four Thousand Sixty Four Rupees and Ninety Four Paisas1821998
12ASF Barracks Building works-12Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including M.S form work & M.S folding Pipes and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in First Floor. 100 Cft246078000.986Seventy Eight Thousand Rupees and Ninety Nine Paisas1918824
13ASF Barracks Building works-13Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including M.S form work & M.S folding Pipes and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in First Floor. 100 Cft253481095.812Eighty One Thousand Ninety Five Rupees and Eighty One Paisas2054968
14ASF Barracks Building works-14Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement in Ground Floor 100 Cft723871634.374Seventy One Thousand Six Hundred Thirty Four Rupees and Thirty Seven Paisas5184896
15ASF Barracks Building works-15Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including M.S form work & M.S folding Pipes and its removal compacting and curing etc. complete but excluding the cost of reinforcement in First Floor. 100 Cft723896899.712Ninety Six Thousand Eight Hundred Ninety Nine Rupees and Seventy One Paisas7013601
16ASF Barracks Building works-16Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including M.S form work & M.S folding Pipes and its removal compacting and curing etc. complete but excluding the cost of reinforcement in Second Floor 100 Cft723899994.538Ninety Nine Thousand Nine Hundred Ninety Four Rupees and Fifty Four Paisas7237605
17ASF Barracks Building works-17Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor. 100 Cft43678451.898Seventy Eight Thousand Four Hundred Fifty One Rupees and Ninety Paisas342050
18ASF Barracks Building works-18Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in first floor. 100 Cft43682387.942Eighty Two Thousand Three Hundred Eighty Seven Rupees and Ninety Four Paisas359211
19ASF Barracks Building works-19Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Second floor. 100 Cft43685482.768Eighty Five Thousand Four Hundred Eighty Two Rupees and Seventy Seven Paisas372705
20ASF Barracks Building works-20Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor.100 Cft66088774.938Eighty Eight Thousand Seven Hundred Seventy Four Rupees and Ninety Four Paisas585915
21ASF Barracks Building works-21Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in First floor100 Cft66092710.982Ninety Two Thousand Seven Hundred Ten Rupees and Ninety Eight Paisas611892
22ASF Barracks Building works-22Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Second floor100 Cft66095805.808Ninety Five Thousand Eight Hundred Five Rupees and Eighty One Paisas632318
23ASF Barracks Building works-23Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement Ground Floor100 Cft18105537.964One Lakh Five Thousand Five Hundred Thirty Seven Rupees and Ninety Six Paisas18997
24ASF Barracks Building works-24Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement first Floor100 Cft18109474.008One Lakh Nine Thousand Four Hundred Seventy Four Rupees and One Paisa19705
25ASF Barracks Building works-25Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement Second Floor100 Cft18112568.834One Lakh Twelve Thousand Five Hundred Sixty Eight Rupees and Eighty Three Paisas20262
26ASF Barracks Building works-26Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work including septic tanks and under ground tanks and in projections for future extension in Foundation, plinth and ground floor. P.Kg152696395.43Three Hundred Ninety Five Rupees and Forty Three Paisas60380579
27ASF Barracks Building works-27Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work including septic tanks and under ground tanks and in projections for future extension in Foundation, plinth and first floorP.Kg51168401.646Four Hundred One Rupees and Sixty Five Paisas20551423
28ASF Barracks Building works-28Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in projections for future extension in Second Floor P.Kg51464407.862Four Hundred Seven Rupees and Eighty Six Paisas20990210
29ASF Barracks Building works-29Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls more than 13-1/2 inches (343 mm) thick including scaffolding, raking out Joints and curing etc. Complete in foundation, basement and plinth (foundation and basement masonry upto 5 feet (1.52 Ru.m.) depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level) .100 Cft102050581.608Fifty Thousand Five Hundred Eighty One Rupees and Sixty One Paisas515932
30ASF Barracks Building works-30Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth (foundation and basement masonry up to 5 feet (1.52 Ru.m.) depth and plinth up to 4 feet (1.2 Ru.m.) height from ground level)100 Cft611254015.99Fifty Four Thousand Fifteen Rupees and Ninety Nine Paisas3301457
31ASF Barracks Building works-31Providing a coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor.100 Sft13821415.05One Thousand Four Hundred Fifteen Rupees and Five Paisas19556
32ASF Barracks Building works-32Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in Ground Floor100 Cft899457765.358Fifty Seven Thousand Seven Hundred Sixty Five Rupees and Thirty Six Paisas5195416
33ASF Barracks Building works-33Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in First Floor100 Cft899461042.884Sixty One Thousand Forty Two Rupees and Eighty Eight Paisas5490197
34ASF Barracks Building works-34Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in second Floor Beyond 25' upto 30' height100 Cft899463637.784Sixty Three Thousand Six Hundred Thirty Seven Rupees and Seventy Eight Paisas5723582
35ASF Barracks Building works-35Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in Third Floor Beyond 25' upto 30' height 100 Cft364066232.684Sixty Six Thousand Two Hundred Thirty Two Rupees and Sixty Eight Paisas2410870
36ASF Barracks Building works-36Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in ground floor superstructure100 Cft87463709.17Sixty Three Thousand Seven Hundred Nine Rupees and Seventeen Paisas556818
37ASF Barracks Building works-37Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in first floor100 Cft87466986.696Sixty Six Thousand Nine Hundred Eighty Six Rupees and Seventy Paisas585464
38ASF Barracks Building works-38Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in first floor100 Cft87470264.1982Seventy Thousand Two Hundred Sixty Four Rupees and Twenty Paisas614109
39ASF Barracks Building works-39Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction and lift up to 5 feet (1 .52 m)100 Cft434266817.916Six Thousand Eight Hundred Seventeen Rupees and Ninety Two Paisas2960748
40ASF Barracks Building works-40Supplying and laying vitrified brick ballast 2" to 1-1/2" (51 mm to 38 mm) gauge of approved quality for base or wearing coat etc.; in Layers not exceeding 6" (152 mm) thick, consolidating by approved mechanical means to required grade and camber including watering etc., with all lead and lift complete100 Cft477612419.05Twelve Thousand Four Hundred Nineteen Rupees and Five Paisas593134
41ASF Barracks Building works-41Providing and laying 1:4:8 cement concrete bed under floors using graded stone ballast 2 inches (51 mm) and down gauge with leveling and ramming, watering and curing etc. complete100 Cft477630851.45Thirty Thousand Eight Hundred Fifty One Rupees and Forty Five Paisas1473465
42ASF Barracks Building works-42Providing and laying floors of 2 inches (51 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inch (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing and curing etc. complete100 Sft144769631.678Nine Thousand Six Hundred Thirty One Rupees and Sixty Eight Paisas1394282
43ASF Barracks Building works-43Providing and laying light colour, glazed/non skid vitrified porcelain tiles (Polished) exceeding 3600 Sq.cm each (Pak made) on walls and floors, in any floor, laid with dry bond (stile bond) over existing floor including jointing to tiles with joint filler of approved quality as per direction of the Engineer in charge100 Sft2104666618.426Sixty Six Thousand Six Hundred Eighteen Rupees and Forty Three Paisas14020514
44ASF Barracks Building works-44Providing and laying floor of 3/4" (19 mm) thick Granite tiles Pakistani Origin more than 3 Sq.ft. upto 5 Sq.ft. more than (0.28 Sq.m upto 1.46 Sq.m) size fine dressed on the surface without winding treads, risers, and mid stair landings, stairs/steps (in treads, risers and midstair landings) over 1 inch (25 mm) cement mortar 1:4 (one cement, four sand) setting the marble tile with grey cement, slurry over cement mortar, jointing and washing the tiles with white cement slurry including curing, rubbing and polishing etc. complete including the cost of mortar100 Sft2730114456.482One Lakh Fourteen Thousand Four Hundred Fifty Six Rupees and Forty Eight Paisas3124662
45ASF Barracks Building works-45Making nosing of treads as per design and instructions of the Engineer-in-ChargeP. Rft1320183.75One Hundred Eighty Three Rupees and Seventy Five Paisas242550
46ASF Barracks Building works-46½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Ground Floor100 Sft274666134.576Six Thousand One Hundred Thirty Four Rupees and Fifty Eight Paisas1684923
47ASF Barracks Building works-47½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in First Floor100 Sft220466565.076Six Thousand Five Hundred Sixty Five Rupees and Eight Paisas1447337
48ASF Barracks Building works-48½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Ground Floor Beyond 30' upto 35' height100 Sft220466995.576Six Thousand Nine Hundred Ninety Five Rupees and Fifty Eight Paisas1542245
49ASF Barracks Building works-49¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in Ground Floor 100 Sft153465393.626Five Thousand Three Hundred Ninety Three Rupees and Sixty Three Paisas827706
50ASF Barracks Building works-50¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in First Floor100 Sft153465824.126Five Thousand Eight Hundred Twenty Four Rupees and Thirteen Paisas893770
51ASF Barracks Building works-51¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in First Floor Beyond 30' upto 35' height 100 Sft153466254.626Six Thousand Two Hundred Fifty Four Rupees and Sixty Three Paisas959835
52ASF Barracks Building works-52Providing and fixing M.S. moulded steel door frames of 5.73" x 2-1/2" (146 mm x 63 mm) manufactured from mild steel sheet of 18 gauge (1.41 mm) conforming to B.S.S. 1245 having a double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hings, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1:2:4 etc. in any floor at any height complete as directed by the Engineer-in-ChargeP.Rft1512657.72Six Hundred Fifty Seven Rupees and Seventy Two Paisas994473
53ASF Barracks Building works-53Providing and fixing M.S. moulded steel door frames of 10" x 2-1/2" manufactured from mild steel sheet of 18 gauge conforming to B.S.S. 1245 having a double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hings, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1:2:4 etc. in any floor at any height complete as directed by the Engineer-in-Charge P.Rft990971.404Nine Hundred Seventy One Rupees and Forty Paisas961690
54ASF Barracks Building works-54Providing and fixing 1-1/2 inches (38 mm) thick solid core deodar wood flushed veneered door shutters, with and including the cost of commercial plywood facing 3 mm. thick (3 ply) on both faces, fixed over best quality deodar wood frame 2 inches wide all-round 6 inches wide lock rail and 2nd class deodar wood solid core, i/c., 3/8 inch thick best quality deodar wood lipping on al! sides as per approved drawing, manufactured under power driven hydraulic press, including the cost of approved iron fittings but excluding the cost of handles and locking arrangementP.Sft34442027.984Two Thousand Twenty Seven Rupees and Ninety Eight Paisas6984377
55ASF Barracks Building works-55Providing and fixing with brass screws lucky lock knob set of approved design (Taiwan make) cutting wood to required shape and size with two operating keys as per direction of the Engineer-in-ChargeEach1505459.132Five Thousand Four Hundred Fifty Nine Rupees and Thirteen Paisas818870
56ASF Barracks Building works-56Providing and fixing approved chromium plated brass handles 7" (178 mm) size heavy type with necessary brass screws Each180851.634Eight Hundred Fifty One Rupees and Sixty Three Paisas153294
57ASF Barracks Building works-57Providing and fixing with brass screws or specially supplied screws hydraulic door closer Rayobi or approved design No. 72, Japan make, cutting wood etc., to required shape and size as per direction of engineer-in-charge Each7213063.75Thirteen Thousand Sixty Three Rupees and Seventy Five Paisas940590
58ASF Barracks Building works-58Providing and laying heated asphalt on third floor roof at the rate of 20 Lbs. per hundred square feet (0.98 Kg per s.m) finished with washed coarse sand 3 cubic feet per hundred square feet (0.086 C.M. per s.m) including ramming with thappies etc. complete100 Sft153465662.818Five Thousand Six Hundred Sixty Two Rupees and Eighty Two Paisas869016
59ASF Barracks Building works-59Providing and laying single layer of polythene sheet of 500 gauge (0.005 inch or 0.13 mm thick) under floors for water proofing laid as per specifications and instructions of the Engineer-in-Charge in Ground Floor100 Sft153461470.014One Thousand Four Hundred Seventy Rupees and One Paisa225588
60ASF Barracks Building works-60Providing and fixing of Diamond Jumbolon insulation board 1-1/2" thick and polythene sheet over diamond jumbolon insulation for roof insulation as per directions of the Engineer-in-Charge in any floor in any height.P.Sft15346191.058One Hundred Ninety One Rupees and Six Paisas2931976
61ASF Barracks Building works-61Providing and laying 1st class burnt clay tiles of 9" X 4-1/2" X 1-1/2" size grouted with 1:3 cement mortar over 4" thick (avg) puddled earth compacted and smooth finished to slope mixed with bhoosa at the rate of one seer of bhoosa for one cft. of puddled earth in Second Floor including flush pointing on tiles works with 1:3 cement mortar and curing complete100 Sft1534621871.85Twenty One Thousand Eight Hundred Seventy One Rupees and Eighty Five Paisas3356454
62ASF Barracks Building works-62Providing and laying 1:2:4 cement concrete khuras 2" (51 mm) thick 2 ft. x 2 ft. (610 mm x 610 mm) size on roof including finishing with cement plaster 1:4, curing etc. completeEach16244.762Two Hundred Forty Four Rupees and Seventy Six Paisas3916
63ASF Barracks Building works-63Providing and laying gola 3" x 3" (76 mm x 76 mm) concrete 1:2:4 using graded screened bajri at junction of roof slab and walls and finished with cement plaster 1:4 including curing etc. complete100 Rft7604483.304Four Thousand Four Hundred Eighty Three Rupees and Thirty Paisas34073
64ASF Barracks Building works-64Providing and fixing 4" (100 mm) dia polyvinyle chloride rain water (PVC) down pipe with mild steel clamps, bolts and nuts fixed in cement concrete 1:2:4 etc. completeP. Rft4801006.138One Thousand Six Rupees and Fourteen Paisas482946
65ASF Barracks Building works-65Providing and fixing 4" (80 mm) dia polyvinyle chloride (PVC) bend of any degree for rain water down pipe with clamps, bolts and nuts in cement concrete 1:2:4 etc. complete.Each322447.382Two Thousand Four Hundred Forty Seven Rupees and Thirty Eight Paisas78316
66ASF Barracks Building works-66Providing and fixing fully glazed Champagne anodized or powder coated aluminium Sliding windows as per British standard manufactured by Lucky, Prime, Chawla, Krudson and Pakistan Cables. (fixing through their approved fabricators), Deluxe model box 101 section 95mm x 30mm and 1.6mm thick including the cost of aluminium netting ,fittings, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, including the cost of glass6mm thickP.Sft38262119.894Two Thousand One Hundred Nineteen Rupees and Eighty Nine Paisas8110714
67ASF Barracks Building works-67Providing and fixing P.V.C board 2' x 2' tiles printed ceiling including Aluminum T & L angle 1" x 1" i.c hanger clips jointing clips and G.I Wire etc complete as required in any floorP.Sft43426324.52Three Hundred Twenty Four Rupees and Fifty Two Paisas14092606
68ASF Barracks Building works-68Painting iron work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming complete at any height in any floor100 Sft9908499.75Eight Thousand Four Hundred Ninety Nine Rupees and Seventy Five Paisas84148
69ASF Barracks Building works-69Painting wood work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming coat complete at any height in any floor100 Sft68888336.804Eight Thousand Three Hundred Thirty Six Rupees and Eighty Paisas574239
70ASF Barracks Building works-70Painting with (ICI) Dulux plastic emulsion paint VIP of approved shade two coats over and including the cost of wall putty / priming coat complete over plastered surface at any height in any floor. (Page No. 390/162)100 Sft671829432.332Nine Thousand Four Hundred Thirty Two Rupees and Thirty Three Paisas6336829
71ASF Barracks Building works-71Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height any floor100 Sft156426172.25Six Thousand One Hundred Seventy Two Rupees and Twenty Five Paisas965463
72ASF Barracks Building works-72Providing and fixing cabinet wall mounted of 3/4" thick lamminated board with best quality deodar wood frame and beading 1/8" thick hard borad backing required section in approvedpattern etc. fixed on wall with rawal plug, screws i/c cost of glue, nails, piano hinges, handles and painting or polishing as drawing complete all as respectP.Sft129601908.55One Thousand Nine Hundred Eight Rupees and Fifty Five Paisas24734808
73ASF Barracks Building works-73Providing and fixing 2" dia. stainless steel pipe (18 guage) railing along with 4", 3/4" dia. parallel pipe having S.S pipe vertical post 2" dia. at 3 ft c/c average spacing and 4" dia. vertical post at start turning and end point including cost of labour, welding charges fitting and fixing in marble floor and wall etc. complete as per direction of the engineer incharge P.Rft1083128.132Three Thousand One Hundred Twenty Eight Rupees and Thirteen Paisas337838
74ASF Barracks Building works-74Providing and fixing Windows roll up blinds sunscreen, dark out, or translucent fabric any colour/shade best quality (imported) with manual roll up arraangements coomplete in all respect with all other required accessories and hardware from the approved suppliers and manufacturers as per direction of Engineer inchargeP. Sft2062440.412Four Hundred Forty Rupees and Forty One Paisas908130
75ASF Barracks Sanitary works-01Making connection with the existing G.I. pipe upto 2 inches dia including cutting the pipe and providing and fixing necessary fittingsEach22181.9Two Thousand One Hundred Eighty One Rupees and Ninety Paisas4363.8
76ASF Barracks Sanitary works-02P/F 1-1/2" Ø uPVC pipe "D" class and specials etc. including cutting and fitting complete with and including the cost of cutting trench upto 1-1/2 feet deep refilling, watering, ramming, and disposal of surplus earth within one chain and after cleaning the pipe and cartage within 10 miles (16.09 km.) (working pressure 12 kg/cm2 ) Rft820204.358Two Hundred Four Rupees and Thirty Six Paisas167573.56
77ASF Barracks Sanitary works-03P/F 1" Ø uPVC Pipe "E" class with specials and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (working pressure 12 kg/cm2)Rft240144.788One Hundred Forty Four Rupees and Seventy Nine Paisas34749.12
78ASF Barracks Sanitary works-04 --do-- but 3/4" Ø uPVC E Class pipe Rft1000135.632One Hundred Thirty Five Rupees and Sixty Three Paisas135632
79ASF Barracks Sanitary works-05P/F of 1-1/2 inch dia ball valve (with PVC Ball) made to B.S.S. 1212.Each41220.24One Thousand Two Hundred Twenty Rupees and Twenty Four Paisas4880.96
80ASF Barracks Sanitary works-06 --do-- but 1" Ø Ball ValveEach28985.18Nine Hundred Eighty Five Rupees and Eighteen Paisas27585.04
81ASF Barracks Sanitary works-07Providing and fixing Pakistani best quality European style white glazed earthenware W.,C pan complete with and including the cost of plastic seat and buffers, 13.6 litres flushing cistern with internal fittings complete, P.V.C flushing pipe with fittings and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4. Each1220037.5Twenty Thousand Thirty Seven Rupees and Fifty Paisas240450
82ASF Barracks Sanitary works-08Providing and fixing squatting type W.C.Pan in white vitreous china with integral treads (Pakistani) orissa pattern and uPVC. trap 100mm dia. Complete with and including the cost of 13.6 litres best quality low level plastic flushing cistern with internal fittings complete, P.V.C. flushing pipe suitable for this type with fittings and making requisite number of holes in walls, plinth & floor for pipe connections and making good in cement concrete 1:2:4. Each9617118.5Seventeen Thousand One Hundred Eighteen Rupees and Fifty Paisas1643376
83ASF Barracks Sanitary works-09P/F of 22 inches x 16 inches (560x406 mm) lavatory basin in white glazed earthenware (Pakistani) complete with and including the cost of glazed earthenware half pedestal, Brass oxidized bolts kit built into walls 1/2 inches dia. Chrome plated mixer, 1-1/4 inches rubber plug and chrome plated brass chain 1-1/4 inches dia brass waste of approved pattern 1-1/4 inches dia chromium plated battal trap with unions and making requisite, number of holes in walls, plinth and floor for pip.e connections and making good in cement concrete 1:2:4. Each6021253.75Twenty One Thousand Two Hundred Fifty Three Rupees and Seventy Five Paisas1275225
84ASF Barracks Sanitary works-10Providing & fixing chromium plated Muslim bib-cock with Muslim Shower of approved quality. Each1084734.45Four Thousand Seven Hundred Thirty Four Rupees and Forty Five Paisas511320.6
85ASF Barracks Sanitary works-11Providing and fixing 1/2 inches dia. (15 mm) CP Bib cocks. Each1201582.56One Thousand Five Hundred Eighty Two Rupees and Fifty Six Paisas189907.2
86ASF Barracks Sanitary works-12P/F of 1/2 inch dia CP stop cocks/ Tee Stop Cock (Master / Faisal etc.) as directedEach1801722.56One Thousand Seven Hundred Twenty Two Rupees and Fifty Six Paisas310060.8
87ASF Barracks Sanitary works-13Providing and fixing 24 inches x 18 inches (610 mm x 457 mm) looking mirror of Imported glass 5 mm thick fixing with CP clamps and screws Each603043.572Three Thousand Forty Three Rupees and Fifty Seven Paisas182614.32
88ASF Barracks Sanitary works-14P/F bath room accessories of set of 6 pieces consist of one shelf, one towel rod with bracket, one towel ring, one soap dish, one tooth Brush holder with glass, one tissue paper holder one double hook etc complete of approved quality as per direction of Engineer in-charge. Each6016537.5Sixteen Thousand Five Hundred Thirty Seven Rupees and Fifty Paisas992250
89ASF Barracks Sanitary works-15Providing and fixing uPVC Multi floor trape of sizes with gratings including cutting and makeing the requsite number of holes in walls plinth and floors and making good in 1:2:4, C.C. Each1202043.202Two Thousand Forty Three Rupees and Twenty Paisas245184.24
90ASF Barracks Sanitary works-16P/F 4" dia (u.P.V.C) "E" class pipe with specials and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (working pressure 12 kg/cm2). Rft8561006.768One Thousand Six Rupees and Seventy Seven Paisas861793.408
91ASF Barracks Sanitary works-17Providing and fixing 6" x 6" (150 mm x 150 mm) with 4 inches (100 mm) outlet cement concrete C.I. gully trap wt: 42 Ibs. (19 kg.) complete with 4 inches thick (100 mm) 1:2:4 cement concrete for bed and kerb, 1/2 inch (13 mm) thick cement plaster (1:3) to the kerb, C.I. grating 6 inches x 6 inches (150 mm x 150 mm) and C.I. cover and frame 12 inches x 12 inches (305 mm x 305 mm) (inside) etc., complete.Each405794.6Five Thousand Seven Hundred Ninety Four Rupees and Sixty Paisas231784
92ASF Barracks Sanitary works-18Providing manhole type 'A' size 2 feet x 1-1/2 feet ) (inside dimensions) x 2 feet (610 mm) deep as per approved design and specifications complete for 4 inches to 12 inches dia pipes up to 3 feet-11 inches depth with cast iron cover and frame 16 inches dia, inside (weight=1 Cwt.1 Qtr.) or 63.5 kg. fixed in 4 inches thick RCC 1:2:4 slab, 8 inches thick c.c. 1:3:6 block masonry walls set in 1:3 c.m; 6 inches thick 1:3:6 c.c. in foundation 1:2:4 c.c. in benching, 1/2 inches thick cement plaster in 1:3 C.M. to all inside wall surface, channels and benching etc. and to top including making requisite umber of main and branch channels but excluding the cost of excavation back filling and disposal of excavated stuff, manhole cover and frame.Each4014864.486Fourteen Thousand Eight Hundred Sixty Four Rupees and Forty Nine Paisas594579.44
93ASF Barracks Sanitary works-19Add for extra depth beyond 2 feet and up to 3 feet-11 inches (610 mm and up to 1194 mm) for 'A' type manholes (for depth lesser than 2 feet or 610 mm deduct at the same rate).P-Inch960280.224Two Hundred Eighty Rupees and Twenty Two Paisas269015.04
94ASF Barracks Sanitary works-20Providing 12" Ø RCC pipes and collars of class 'A' and fixing in trench including cutting, fitting and jointing with maxphalt composition and cement mortar (1:1) and testing with water to a head of 4 feet (1.22 m) above the top of the highest pipe including cartage within 10 miles Rft1760595.112Five Hundred Ninety Five Rupees and Eleven Paisas1047397.12
95ASF Barracks Sanitary works-21Making connection with the existing manhole including the cost of cutting holes in walls, making them good in cement concrete 1:2:4 and .making the required channel etc., complete Each41050One Thousand Fifty Rupees4200
96ASF Barracks Sanitary works-22Providing & laying R.C.C 1:2:4 slab cover 3" thick average (precast complete with M.S flat iron, M.S bars embedded in concrete) of any shape including the cost of reinforcement and welding etc. as per direction of Engineer Incharge. P.Cft403184.622Three Thousand One Hundred Eighty Four Rupees and Sixty Two Paisas127384.88
97ASF Barracks Sanitary works-23Providing and fixing water tank made of food grade polyethylene material 1000 gallon (Supper tuff) i/c cost of specials and cartage upto site as per direction of Engineer in chargeEach12132300One Lakh Thirty Two Thousand Three Hundred Rupees1587600
98ASF Barracks Sanitary works-24Providing and Fixing of 3" dia Bore hole with Submersible pump of approved make deepth upto 450 ft complete in all respect as Instruction of Engineer InchargeEach4550000Five Lakh Fifty Thousand Rupees2200000
99ASF Barracks Soakage well and septic tank-01Excavation for raft foundations, underground tanks and septic tanks (rectangular or square) in all kinds of soil (except gravelly and murum soil wet silt, clay or mud, conglomeration of gravel and boulders, soft, sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 R.m) and lift upto 5 feet (1.52 m)100 Cft7881902.25One Thousand Nine Hundred Two Rupees and Twenty Five Paisas14990
100ASF Barracks Soakage well and septic tank-02Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc. complete100 Cft4834306.426Thirty Four Thousand Three Hundred Six Rupees and Forty Three Paisas16467
101ASF Barracks Soakage well and septic tank-03Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth (foundation and basement masonry up to 5 feet (1.52 Ru.m.) depth and plinth up to 4 feet (1.2 Ru.m.) height from ground level)100 Cft20654015.99Fifty Four Thousand Fifteen Rupees and Ninety Nine Paisas111273
102ASF Barracks Soakage well and septic tank-04Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved wall 4-1/2 inches (114 mm) or less thickness including scaffolding, raking out joints and curing etc, complete in foundation, basement and plinth (foundation and basement masonry upto 5 (1.52 Ru.m.) feet depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level) . (SH- 112/03)100 Cft3259005.24Fifty Nine Thousand Five Rupees and Twenty Four Paisas18882
103ASF Barracks Soakage well and septic tank-05½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Ground Floor100 Sft4506134.576Six Thousand One Hundred Thirty Four Rupees and Fifty Eight Paisas27606
104ASF Barracks Soakage well and septic tank-06Providing and laying floors of 2 inches (51 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inch (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing, and curing etc. complete100 Sft669631.678Nine Thousand Six Hundred Thirty One Rupees and Sixty Eight Paisas6357
105ASF Barracks Soakage well and septic tank-07Excavation for wells, circular underground tanks and soak spits etc., in all kinds of soil (except gravelly and murum soil, wet silt clay or mud, conglomeration of gravel and boulders, soft. sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 Ru.m)      
106ilift up to 5 feet 100 Cft4422110.066Two Thousand One Hundred Ten Rupees and Seven Paisas9326
107iilift up to 8 feet 100 Cft2642442.566Two Thousand Four Hundred Forty Two Rupees and Fifty Seven Paisas6448
108iiilift up to 11 feet 100 Cft2642775.066Two Thousand Seven Hundred Seventy Five Rupees and Seven Paisas7326
109ivlift up to 14 feet100 Cft2643107.566Three Thousand One Hundred Seven Rupees and Fifty Seven Paisas8204
110vlift up to 17 feet 100 Cft2643440.066Three Thousand Four Hundred Forty Rupees and Seven Paisas9082
111vilift up to 20 feet 100 Cft2643772.566Three Thousand Seven Hundred Seventy Two Rupees and Fifty Seven Paisas9960
112viilift up to 23 feet100 Cft2644105.066Four Thousand One Hundred Five Rupees and Seven Paisas10837
113viiilift up to 26 feet )100 Cft2644437.566Four Thousand Four Hundred Thirty Seven Rupees and Fifty Seven Paisas11715
114ixlift up to 29 feet100 Cft2644770.066Four Thousand Seven Hundred Seventy Rupees and Seven Paisas12593
115xlift up to 30 feet100 Cft885102.566Five Thousand One Hundred Two Rupees and Fifty Seven Paisas4490
116ASF Barracks Soakage well and septic tank-08Providing and laying first class solid burnt brick masonry in cement mortar 1:3 wells (steining) 9 inches (229 mm) to 13-1/2 inch (343 mm) thick including scaffolding curing etc. complete      
117iDepth upto 10 feet100 Cft31873238.494Seventy Three Thousand Two Hundred Thirty Eight Rupees and Forty Nine Paisas232898
118iiDepth upto 15 feet100 Cft15875032.524Seventy Five Thousand Thirty Two Rupees and Fifty Two Paisas118551
119iiiDepth upto 20 feet100 Cft15876826.554Seventy Six Thousand Eight Hundred Twenty Six Rupees and Fifty Five Paisas121386
120ivDepth upto 25 feet100 Cft15878620.584Seventy Eight Thousand Six Hundred Twenty Rupees and Fifty Eight Paisas124221
121vDepth upto 30 feet100 Cft15880414.614Eighty Thousand Four Hundred Fourteen Rupees and Sixty One Paisas127055
122ASF Barracks Soakage well and septic tank-09Providing & laying R.C.C 1:2:4 slab cover 3" thick average (precast complete with M.S angle iron frame, M.S bars embedded in concrete) of any shape including the cost of reinforcement and welding etc. as per direction of Engineer InchargeP.Cft503184.622Three Thousand One Hundred Eighty Four Rupees and Sixty Two Paisas159231
123ASF Barracks Soakage well and septic tank-10Providing and laying reinforced cement concrete using Lawrenecepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge in place of screened graded bajri in any item of RCC of mix not leaner than 1:2:4 crushing strength of works cube in this case will be 3000 Ibs. per sq. inch (20.69 N/mm2 at 28 days) with a mix not leaner than 1:2:4 in curved beams, linteis and cantilever beams of required shape or section including form work and its removal, compacting and curing etc, complete but excluding the cost of reinforcement, in basement and ground floor100 Cft6474270.252Seventy Four Thousand Two Hundred Seventy Rupees and Twenty Five Paisas47533
124ASF Barracks Soakage well and septic tank-11Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extensionP.Kg160395.43Three Hundred Ninety Five Rupees and Forty Three Paisas63269
125ASF Barracks Soakage well and septic tank-12P/L Brick bats 3 inch and down gauge in soakage pit including cartage, wastage, etc complete as per direction of the Engineer InchargeP.Cft452102One Hundred Two Rupees46104
126ASF MOQs Building Works-01Excavation for raft foundations, underground tanks and septic tanks (rectangular or square) in all kinds of soil (except gravelly and murum soil wet silt, clay or mud, conglomeration of gravel and boulders, soft, sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 R.m) and lift upto 5 feet (2.135 m)100 Cft224201902.25One Thousand Nine Hundred Two Rupees and Twenty Five Paisas426484
127ASF MOQs Building Works-02Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a soloution using of confront TC or ABILITY 2.5 % EC (Fipronil as an active ingredient) or approved equivalent by spraying all around the sides of foundation, trenches, flooded under floor @ 1/2 Liters of chemical per % Sft) with water and spraying the solution of the area to be treated as completed as per direction of Engineer inchargeP.Sft823418.382Eighteen Rupees and Thirty Eight Paisas151357
128ASF MOQs Building Works-03Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc. complete.100 Cft224234306.426Thirty Four Thousand Three Hundred Six Rupees and Forty Three Paisas769150
129ASF MOQs Building Works-04Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth100 Cft672654298.006Fifty Four Thousand Two Hundred Ninety Eight Rupees and One Paisa3652084
130ASF MOQs Building Works-05Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in column footing of required shape including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth.100 Cft11461109.174Sixty One Thousand One Hundred Nine Rupees and Seventeen Paisas69664
131ASF MOQs Building Works-06Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth100 Cft35666501.764Sixty Six Thousand Five Hundred One Rupees and Seventy Six Paisas236746
132ASF MOQs Building Works-07Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in plinth beams of required shape and design including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth. 100 Cft95064324.274Sixty Four Thousand Three Hundred Twenty Four Rupees and Twenty Seven Paisas611081
133ASF MOQs Building Works-08Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in Ground Floor 100 Cft131481591.034Eighty One Thousand Five Hundred Ninety One Rupees and Three Paisas1072106
134ASF MOQs Building Works-09Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in First Floor.100 Cft131485527.078Eighty Five Thousand Five Hundred Twenty Seven Rupees and Eight Paisas1123826
135ASF MOQs Building Works-10Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in Second Floor100 Cft131488621.904Eighty Eight Thousand Six Hundred Twenty One Rupees and Ninety Paisas1164492
136ASF MOQs Building Works-11Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in Third Floor 100 Cft131491716.73Ninety One Thousand Seven Hundred Sixteen Rupees and Seventy Three Paisas1205158
137ASF MOQs Building Works-12Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in Ground Floor.100 Cft259674064.942Seventy Four Thousand Sixty Four Rupees and Ninety Four Paisas1922726
138ASF MOQs Building Works-13Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including M.S form work & M.S folding Pipes and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in First Floor100 Cft259678000.986Seventy Eight Thousand Rupees and Ninety Nine Paisas2024906
139ASF MOQs Building Works-14Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including M.S form work & M.S folding Pipes and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in Second Floor.100 Cft259681095.812Eighty One Thousand Ninety Five Rupees and Eighty One Paisas2105247
140ASF MOQs Building Works-15Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including M.S form work & M.S folding Pipes and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in Third Floor.100 Cft259687285.464Eighty Seven Thousand Two Hundred Eighty Five Rupees and Forty Six Paisas2265931
141ASF MOQs Building Works-16Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement in Ground Floor100 Cft224271634.374Seventy One Thousand Six Hundred Thirty Four Rupees and Thirty Seven Paisas1606043
142ASF MOQs Building Works-17Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including M.S form work & M.S folding Pipes and its removal compacting and curing etc. complete but excluding the cost of reinforcement in First Floor100 Cft224296899.712Ninety Six Thousand Eight Hundred Ninety Nine Rupees and Seventy One Paisas2172492
143ASF MOQs Building Works-18Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including M.S form work & M.S folding Pipes and its removal compacting and curing etc. complete but excluding the cost of reinforcement in Second Floor 100 Cft224299994.538Ninety Nine Thousand Nine Hundred Ninety Four Rupees and Fifty Four Paisas2241878
144ASF MOQs Building Works-19Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including M.S form work & M.S folding Pipes and its removal compacting and curing etc. complete but excluding the cost of reinforcement in Third Floor 100 Cft2242103093.564One Lakh Three Thousand Ninety Three Rupees and Fifty Six Paisas2311358
145ASF MOQs Building Works-20Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor.100 Cft14478451.898Seventy Eight Thousand Four Hundred Fifty One Rupees and Ninety Paisas112971
146ASF MOQs Building Works-21Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in first floor. 100 Cft14482387.942Eighty Two Thousand Three Hundred Eighty Seven Rupees and Ninety Four Paisas118639
147ASF MOQs Building Works-22Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Second floor. 100 Cft14485482.768Eighty Five Thousand Four Hundred Eighty Two Rupees and Seventy Seven Paisas123095
148ASF MOQs Building Works-23Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Second floor. 100 Cft14488577.594Eighty Eight Thousand Five Hundred Seventy Seven Rupees and Fifty Nine Paisas127552
149ASF MOQs Building Works-24Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor.100 Cft73488774.938Eighty Eight Thousand Seven Hundred Seventy Four Rupees and Ninety Four Paisas651608
150ASF MOQs Building Works-25Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in First floor.100 Cft73492710.982Ninety Two Thousand Seven Hundred Ten Rupees and Ninety Eight Paisas680499
151ASF MOQs Building Works-26Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Second floor.100 Cft73495805.808Ninety Five Thousand Eight Hundred Five Rupees and Eighty One Paisas703215
152ASF MOQs Building Works-27Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in third floor floor100 Cft73498900.634Ninety Eight Thousand Nine Hundred Rupees and Sixty Three Paisas725931
153ASF MOQs Building Works-28Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement Ground Floor100 Cft90105537.964One Lakh Five Thousand Five Hundred Thirty Seven Rupees and Ninety Six Paisas94984
154ASF MOQs Building Works-29Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement first Floor100 Cft90109474.008One Lakh Nine Thousand Four Hundred Seventy Four Rupees and One Paisa98527
155ASF MOQs Building Works-30Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement Second Floor100 Cft90112568.834One Lakh Twelve Thousand Five Hundred Sixty Eight Rupees and Eighty Three Paisas101312
156ASF MOQs Building Works-31Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement Third Floor100 Cft90115663.66One Lakh Fifteen Thousand Six Hundred Sixty Three Rupees and Sixty Six Paisas104097
157ASF MOQs Building Works-32Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work including septic tanks and under ground tanks and in projections for future extension in Foundation, plinth and ground floorP.Kg61064395.43Three Hundred Ninety Five Rupees and Forty Three Paisas24146538
158ASF MOQs Building Works-33Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work including septic tanks and under ground tanks and in projections for future extension in Foundation, plinth and first floor.P.Kg28480401.646Four Hundred One Rupees and Sixty Five Paisas11438878
159ASF MOQs Building Works-34Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in projections for future extension in Second Floor P.Kg28480407.862Four Hundred Seven Rupees and Eighty Six Paisas11615910
160ASF MOQs Building Works-35Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in projections for future extension in Third Floor P.Kg28480414.078Four Hundred Fourteen Rupees and Eight Paisas11792941
161ASF MOQs Building Works-36Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls more than 13-1/2 inches (343 mm) thick including scaffolding, raking out Joints and curing etc. Complete in foundation, basement and plinth (foundation and basement masonry upto 5 feet (1.52 Ru.m.) depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level) .100 Cft81050581.608Fifty Thousand Five Hundred Eighty One Rupees and Sixty One Paisas409711
162ASF MOQs Building Works-37Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth (foundation and basement masonry up to 5 feet (1.52 Ru.m.) depth and plinth up to 4 feet (1.2 Ru.m.) height from ground level)100 Cft486054015.99Fifty Four Thousand Fifteen Rupees and Ninety Nine Paisas2625177
163ASF MOQs Building Works-38Providing a coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor.100 Sft14401415.05One Thousand Four Hundred Fifteen Rupees and Five Paisas20377
164ASF MOQs Building Works-39Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in Ground Floor100 Cft1056057765.358Fifty Seven Thousand Seven Hundred Sixty Five Rupees and Thirty Six Paisas6100022
165ASF MOQs Building Works-40Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in First Floor100 Cft1056061042.884Sixty One Thousand Forty Two Rupees and Eighty Eight Paisas6446129
166ASF MOQs Building Works-41Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in second Floor Beyond 25' upto 30' height100 Cft1056063637.784Sixty Three Thousand Six Hundred Thirty Seven Rupees and Seventy Eight Paisas6720150
167ASF MOQs Building Works-42Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in Third Floor Beyond 25' upto 30' height100 Cft1056066232.684Sixty Six Thousand Two Hundred Thirty Two Rupees and Sixty Eight Paisas6994171
168ASF MOQs Building Works-43Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in ground floor superstructure.100 Cft231863709.17Sixty Three Thousand Seven Hundred Nine Rupees and Seventeen Paisas1476779
169ASF MOQs Building Works-44Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in first floor100 Cft231866986.696Sixty Six Thousand Nine Hundred Eighty Six Rupees and Seventy Paisas1552752
170ASF MOQs Building Works-45Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in Second floor.100 Cft231870264.222Seventy Thousand Two Hundred Sixty Four Rupees and Twenty Two Paisas1628725
171ASF MOQs Building Works-46Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in Third floor100 Cft231873541.748Seventy Three Thousand Five Hundred Forty One Rupees and Seventy Five Paisas1704698
172ASF MOQs Building Works-47Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction and lift up to 5 feet (1 .52 m)100 Cft269046817.916Six Thousand Eight Hundred Seventeen Rupees and Ninety Two Paisas1834292
173ASF MOQs Building Works-48Supplying and laying vitrified brick ballast 2" to 1-1/2" (51 mm to 38 mm) gauge of approved quality for base or wearing coat etc.; in Layers not exceeding 6" (152 mm) thick, consolidating by approved mechanical means to required grade and camber including watering etc., with all lead and lift complete100 Cft296012419.05Twelve Thousand Four Hundred Nineteen Rupees and Five Paisas367604
174ASF MOQs Building Works-49Providing and laying 1:4:8 cement concrete bed under floors using graded stone ballast 2 inches (51 mm) and down gauge with leveling and ramming, watering and curing etc. complete.100 Cft296030851.45Thirty Thousand Eight Hundred Fifty One Rupees and Forty Five Paisas913203
175ASF MOQs Building Works-50Providing and laying floors of 2 inches (51 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inch (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing and curing etc. complete100 Sft89689631.678Nine Thousand Six Hundred Thirty One Rupees and Sixty Eight Paisas863769
176ASF MOQs Building Works-51Providing and laying light colour, glazed/non skid vitrified porcelain tiles (Polished) exceeding 3600 Sq.cm each (Pak made) on walls and floors, in any floor, laid with dry bond (stile bond) over existing floor including jointing to tiles with joint filler of approved quality as per direction of the Engineer in charge100 Sft4083266618.426Sixty Six Thousand Six Hundred Eighteen Rupees and Forty Three Paisas27201636
177ASF MOQs Building Works-52Providing and laying floor of 3/4" (19 mm) thick Granite tiles Pakistani Origin more than 3 Sq.ft. upto 5 Sq.ft. more than (0.28 Sq.m upto 1.46 Sq.m) size fine dressed on the surface without winding treads, risers, and mid stair landings, stairs/steps (in treads, risers and midstair landings) over 1 inch (25 mm) cement mortar 1:4 (one cement, four sand) setting the marble tile with grey cement, slurry over cement mortar, jointing and washing the tiles with white cement slurry including curing, rubbing and polishing etc. complete including the cost of mortar100 Sft4568114456.482One Lakh Fourteen Thousand Four Hundred Fifty Six Rupees and Forty Eight Paisas5228372
178ASF MOQs Building Works-53Making nosing of treads as per design and instructions of the Engineer-in-ChargeP. Rft1480183.75One Hundred Eighty Three Rupees and Seventy Five Paisas271950
179ASF MOQs Building Works-54½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Ground Floor100 Sft1294626134.576Six Thousand One Hundred Thirty Four Rupees and Fifty Eight Paisas7941945
180ASF MOQs Building Works-55½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in First Floor100 Sft1294626565.076Six Thousand Five Hundred Sixty Five Rupees and Eight Paisas8499279
181ASF MOQs Building Works-56½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Second Floor100 Sft1294626995.576Six Thousand Nine Hundred Ninety Five Rupees and Fifty Eight Paisas9056613
182ASF MOQs Building Works-57½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Second Floor100 Sft1294627426.076Seven Thousand Four Hundred Twenty Six Rupees and Eight Paisas9613947
183ASF MOQs Building Works-58¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in Ground Floor100 Sft44845393.626Five Thousand Three Hundred Ninety Three Rupees and Sixty Three Paisas241850
184ASF MOQs Building Works-59¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in First Floor100 Sft44845824.126Five Thousand Eight Hundred Twenty Four Rupees and Thirteen Paisas261154
185ASF MOQs Building Works-60¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in Second Floor100 Sft44846254.626Six Thousand Two Hundred Fifty Four Rupees and Sixty Three Paisas280457
186ASF MOQs Building Works-61¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in Thrid Floor100 Sft44846685.126Six Thousand Six Hundred Eighty Five Rupees and Thirteen Paisas299761
187ASF MOQs Building Works-62Providing and fixing M.S. moulded steel door frames of 5.73" x 2-1/2" (146 mm x 63 mm) manufactured from mild steel sheet of 18 gauge (1.41 mm) conforming to B.S.S. 1245 having a double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hings, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1:2:4 etc. in any floor at any height complete as directed by the Engineer-in-Charge P.Rft672657.72Six Hundred Fifty Seven Rupees and Seventy Two Paisas441988
188ASF MOQs Building Works-63Providing and fixing M.S. moulded steel door frames of 10" x 2-1/2" manufactured from mild steel sheet of 18 gauge conforming to B.S.S. 1245 having a double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hings, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1:2:4 etc. in any floor at any height complete as directed by the Engineer-in-ChargeP.Rft864971.404Nine Hundred Seventy One Rupees and Forty Paisas839293
189ASF MOQs Building Works-64Providing and fixing 1-1/2 inches (38 mm) thick solid core deodar wood flushed veneered door shutters, with and including the cost of commercial plywood facing 3 mm. thick (3 ply) on both faces, fixed over best quality deodar wood frame 2 inches wide all-round 6 inches wide lock rail and 2nd class deodar wood solid core, i/c., 3/8 inch thick best quality deodar wood lipping on al! sides as per approved drawing, manufactured under power driven hydraulic press, including the cost of approved iron fittings but excluding the cost of handles and locking arrangement.P.Sft10922027.984Two Thousand Twenty Seven Rupees and Ninety Eight Paisas2214559
190ASF MOQs Building Works-65Providing and fixing with brass screws lucky lock knob set of approved design (Taiwan make) cutting wood to required shape and size with two operating keys as per direction of the Engineer-in-ChargeEach485459.132Five Thousand Four Hundred Fifty Nine Rupees and Thirteen Paisas262038
191ASF MOQs Building Works-66Providing and fixing approved chromium plated brass handles 7" (178 mm) size heavy type with necessary brass screws . (Page No. 365/165)Each96851.634Eight Hundred Fifty One Rupees and Sixty Three Paisas81757
192ASF MOQs Building Works-67Providing and fixing with brass screws or specially supplied screws hydraulic door closer Rayobi or approved design No. 72, Japan make, cutting wood etc., to required shape and size as per direction of engineer-in-charge . (Page No. 357/70)Each2413063.75Thirteen Thousand Sixty Three Rupees and Seventy Five Paisas313530
193ASF MOQs Building Works-68Providing and laying heated asphalt on third floor roof at the rate of 20 Lbs. per hundred square feet (0.98 Kg per s.m) finished with washed coarse sand 3 cubic feet per hundred square feet (0.086 C.M. per s.m) including ramming with thappies etc. complete100 Sft44845662.818Five Thousand Six Hundred Sixty Two Rupees and Eighty Two Paisas253921
194ASF MOQs Building Works-69Providing and laying single layer of polythene sheet of 500 gauge (0.005 inch or 0.13 mm thick) under floors for water proofing laid as per specifications and instructions of the Engineer-in-Charge in Ground Floor (P. No. 83/26+84/38x2)100 Sft44841470.014One Thousand Four Hundred Seventy Rupees and One Paisa65915
195ASF MOQs Building Works-70Providing and fixing of Diamond Jumbolon insulation board 1-1/2" thick and polythene sheet over diamond jumbolon insulation for roof insulation as per directions of the Engineer-in-Charge in any floor in any heightP.Sft4484191.058One Hundred Ninety One Rupees and Six Paisas856704
196ASF MOQs Building Works-71Providing and laying 1st class burnt clay tiles of 9" X 4-1/2" X 1-1/2" size grouted with 1:3 cement mortar over 4" thick (avg) puddled earth compacted and smooth finished to slope mixed with bhoosa at the rate of one seer of bhoosa for one cft. of puddled earth in Second Floor including flush pointing on tiles works with 1:3 cement mortar and curing complete100 Sft448421871.85Twenty One Thousand Eight Hundred Seventy One Rupees and Eighty Five Paisas980734
197ASF MOQs Building Works-72Providing and laying 1:2:4 cement concrete khuras 2" (51 mm) thick 2 ft. x 2 ft. (610 mm x 610 mm) size on roof including finishing with cement plaster 1:4, curing etc. completeEach8244.762Two Hundred Forty Four Rupees and Seventy Six Paisas1958
198ASF MOQs Building Works-73Providing and laying gola 3" x 3" (76 mm x 76 mm) concrete 1:2:4 using graded screened bajri at junction of roof slab and walls and finished with cement plaster 1:4 including curing etc. complete100 Rft7204483.304Four Thousand Four Hundred Eighty Three Rupees and Thirty Paisas32280
199ASF MOQs Building Works-74Providing and fixing 4" (100 mm) dia polyvinyle chloride rain water (PVC) down pipe with mild steel clamps, bolts and nuts fixed in cement concrete 1:2:4 etc. completeP. Rft3201006.138One Thousand Six Rupees and Fourteen Paisas321964
200ASF MOQs Building Works-75Providing and fixing 4" (80 mm) dia polyvinyle chloride (PVC) bend of any degree for rain water down pipe with clamps, bolts and nuts in cement concrete 1:2:4 etc. complete.Each322447.382Two Thousand Four Hundred Forty Seven Rupees and Thirty Eight Paisas78316
201ASF MOQs Building Works-76Providing and fixing fully glazed Champagne anodized or powder coated aluminium Sliding windows as per British standard manufactured by Lucky, Prime, Chawla, Krudson and Pakistan Cables. (fixing through their approved fabricators), Deluxe model box 101 section 95mm x 30mm and 1.6mm thick including the cost of aluminium netting ,fittings, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, including the cost of glass6mm thick P.Sft7502119.894Two Thousand One Hundred Nineteen Rupees and Eighty Nine Paisas1589921
202ASF MOQs Building Works-77Providing and fixing P.V.C board 2' x 2' tiles printed ceiling including Aluminum T & L angle 1" x 1" i.c hanger clips jointing clips and G.I Wire etc complete as required in any floorP.Sft4484324.52Three Hundred Twenty Four Rupees and Fifty Two Paisas1455148
203ASF MOQs Building Works-78Painting iron work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming complete at any height in any floor100 Sft5928499.75Eight Thousand Four Hundred Ninety Nine Rupees and Seventy Five Paisas50319
204ASF MOQs Building Works-79Painting wood work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming coat complete at any height in any floor100 Sft21848336.804Eight Thousand Three Hundred Thirty Six Rupees and Eighty Paisas182076
205ASF MOQs Building Works-80Painting with (ICI) Dulux plastic emulsion paint VIP of approved shade two coats over and including the cost of wall putty / priming coat complete over plastered surface at any height in any floor100 Sft1006629432.332Nine Thousand Four Hundred Thirty Two Rupees and Thirty Three Paisas9494774
206ASF MOQs Building Works-81Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height any floor. (P. No. 390/172)100 Sft282006172.25Six Thousand One Hundred Seventy Two Rupees and Twenty Five Paisas1740575
207ASF MOQs Building Works-82Providing and fixing cabinet wall mounted of 3/4" thick lamminated board with best quality deodar wood frame and beading 1/8" thick hard borad backing required section in approvedpattern etc. fixed on wall with rawal plug, screws i/c cost of glue, nails, piano hinges, handles and painting or polishing as drawing complete all as respectP.Sft12801908.55One Thousand Nine Hundred Eight Rupees and Fifty Five Paisas2442944
208ASF MOQs Building Works-83Providing and fixing 2" dia. stainless steel pipe (18 guage) railing along with 4", 3/4" dia. parallel pipe having S.S pipe vertical post 2" dia. at 3 ft c/c average spacing and 4" dia. vertical post at start turning and end point including cost of labour, welding charges fitting and fixing in marble floor and wall etc. complete as per direction of the engineer incharge P.Rft2403128.132Three Thousand One Hundred Twenty Eight Rupees and Thirteen Paisas750752
209ASF MOQs Building Works-84Providing and fixing Windows roll up blinds sunscreen, dark out, or translucent fabric any colour/shade best quality (imported) with manual roll up arraangements coomplete in all respect with all other required accessories and hardware from the approved suppliers and manufacturers as per direction of Engineer inchargeP. Sft3456440.412Four Hundred Forty Rupees and Forty One Paisas1522064
210ASF MOQs Sanitary Works-01Making connection with the existing G.I. pipe upto 2 inches dia including cutting the pipe and providing and fixing necessary fittingsEach22181.9Two Thousand One Hundred Eighty One Rupees and Ninety Paisas4363.8
211ASF MOQs Sanitary Works-02P/F 1-1/2" Ø uPVC pipe "D" class and specials etc. including cutting and fitting complete with and including the cost of cutting trench upto 1-1/2 feet deep refilling, watering, ramming, and disposal of surplus earth within one chain and after cleaning the pipe and cartage within 10 miles (16.09 km.) (working pressure 12 kg/cm2 )Rft600204.358Two Hundred Four Rupees and Thirty Six Paisas122614.8
212ASF MOQs Sanitary Works-03P/F 1" Ø uPVC Pipe "E" class with specials and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (working pressure 12 kg/cm2)Rft480144.788One Hundred Forty Four Rupees and Seventy Nine Paisas69498.24
213ASF MOQs Sanitary Works-04 --do-- but 3/4" Ø uPVC E Class pipeRft1200135.632One Hundred Thirty Five Rupees and Sixty Three Paisas162758.4
214ASF MOQs Sanitary Works-05P/F of 1-1/2 inch dia ball valve (with PVC Ball) made to B.S.S. 1212Each161220.24One Thousand Two Hundred Twenty Rupees and Twenty Four Paisas19523.84
215ASF MOQs Sanitary Works-06 --do-- but 1" Ø Ball ValveEach56985.18Nine Hundred Eighty Five Rupees and Eighteen Paisas55170.08
216ASF MOQs Sanitary Works-07Providing and fixing Pakistani best quality European style white glazed earthenware W.,C pan complete with and including the cost of plastic seat and buffers, 13.6 litres flushing cistern with internal fittings complete, P.V.C flushing pipe with fittings and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4.Each3220037.5Twenty Thousand Thirty Seven Rupees and Fifty Paisas641200
217ASF MOQs Sanitary Works-08Providing and fixing squatting type W.C.Pan in white vitreous china with integral treads (Pakistani) orissa pattern and uPVC. trap 100mm dia. Complete with and including the cost of 13.6 litres best quality low level plastic flushing cistern with internal fittings complete, P.V.C. flushing pipe suitable for this type with fittings and making requisite number of holes in walls, plinth & floor for pipe connections and making good in cement concrete 1:2:4.Each6417118.5Seventeen Thousand One Hundred Eighteen Rupees and Fifty Paisas1095584
218ASF MOQs Sanitary Works-09P/F of 22 inches x 16 inches (560 x 406 mm) lavatory basin in white glazed earthenware (Pakistani) complete with and including the cost of glazed earthenware half pedestal, Brass oxidized bolts kit built into walls 1/2 inches dia. Chrome plated mixer, 1-1/4 inches rubber plug and chrome plated brass chain 1-1/4 inches dia brass waste of approved pattern 1-1/4 inches dia chromium plated battal trap with unions and making requisite, number of holes in walls, plinth and floor for pip.e connections and making good in cement concrete 1:2:4.Each6421253.75Twenty One Thousand Two Hundred Fifty Three Rupees and Seventy Five Paisas1360240
219ASF MOQs Sanitary Works-10Providing & fixing chromium plated Muslim bib-cock with Muslim Shower of approved qualityEach804734.45Four Thousand Seven Hundred Thirty Four Rupees and Forty Five Paisas378756
220ASF MOQs Sanitary Works-11Providing and fixing 1/2 inches dia. (15 mm) CP Bib cocks. (SH-307/2)Each1601582.56One Thousand Five Hundred Eighty Two Rupees and Fifty Six Paisas253209.6
221ASF MOQs Sanitary Works-12P/F of 1/2 inch dia CP stop cocks/ Tee Stop Cock (Master / Faisal etc.) as directedEach2401722.56One Thousand Seven Hundred Twenty Two Rupees and Fifty Six Paisas413414.4
222ASF MOQs Sanitary Works-13Providing and fixing 24 inches x 18 inches (610 mm x 457 mm) looking mirror of Imported glass 5 mm thick fixing with CP clamps and screwsEach643043.572Three Thousand Forty Three Rupees and Fifty Seven Paisas194788.608
223ASF MOQs Sanitary Works-14P/F bath room accessories of set of 6 pieces consist of one shelf, one towel rod with bracket, one towel ring, one soap dish, one tooth Brush holder with glass, one tissue paper holder one double hook etc complete of approved quality as per direction of Engineer in-charge.Each6416537.5Sixteen Thousand Five Hundred Thirty Seven Rupees and Fifty Paisas1058400
224ASF MOQs Sanitary Works-15Providing and fixing uPVC Multi floor trape of sizes with gratings including cutting and makeing the requsite number of holes in walls plinth and floors and making good in 1:2:4, C.C.Each1282043.202Two Thousand Forty Three Rupees and Twenty Paisas261529.856
225ASF MOQs Sanitary Works-16P/F 4" dia (u.P.V.C) "E" class pipe with specials and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (working pressure 12 kg/cm2)Rft14081006.768One Thousand Six Rupees and Seventy Seven Paisas1417529.344
226ASF MOQs Sanitary Works-17Providing and fixing 6" x 6" (150 mm x 150 mm) with 4 inches (100 mm) outlet cement concrete C.I. gully trap wt: 42 Ibs. (19 kg.) complete with 4 inches thick (100 mm) 1:2:4 cement concrete for bed and kerb, 1/2 inch (13 mm) thick cement plaster (1:3) to the kerb, C.I. grating 6 inches x 6 inches (150 mm x 150 mm) and C.I. cover and frame 12 inches x 12 inches (305 mm x 305 mm) (inside) etc., complete.Each325794.6Five Thousand Seven Hundred Ninety Four Rupees and Sixty Paisas185427.2
227ASF MOQs Sanitary Works-18Providing manhole type 'A' size 2 feet x 1-1/2 feet ) (inside dimensions) x 2 feet (610 mm) deep as per approved design and specifications complete for 4 inches to 12 inches dia pipes up to 3 feet-11 inches depth with cast iron cover and frame 16 inches dia, inside (weight=1 Cwt.1 Qtr.) or 63.5 kg. fixed in 4 inches thick RCC 1:2:4 slab, 8 inches thick c.c. 1:3:6 block masonry walls set in 1:3 c.m; 6 inches thick 1:3:6 c.c. in foundation 1:2:4 c.c. in benching, 1/2 inches thick cement plaster in 1:3 C.M. to all inside wall surface, channels and benching etc. and to top including making requisite umber of main and branch channels but excluding the cost of excavation back filling and disposal of excavated stuff, manhole cover and frameEach3014864.486Fourteen Thousand Eight Hundred Sixty Four Rupees and Forty Nine Paisas445934.58
228ASF MOQs Sanitary Works-19Add for extra depth beyond 2 feet and up to 3 feet-11 inches (610 mm and up to 1194 mm) for 'A' type manholes (for depth lesser than 2 feet or 610 mm deduct at the same rate).P-Inch720280.224Two Hundred Eighty Rupees and Twenty Two Paisas201761.28
229ASF MOQs Sanitary Works-20Providing 12" Ø RCC pipes and collars of class 'A' and fixing in trench including cutting, fitting and jointing with maxphalt composition and cement mortar (1:1) and testing with water to a head of 4 feet (1.22 m) above the top of the highest pipe including cartage within 10 miles Rft1120595.112Five Hundred Ninety Five Rupees and Eleven Paisas666525.44
230ASF MOQs Sanitary Works-21Making connection with the existing manhole including the cost of cutting holes in walls, making them good in cement concrete 1:2:4 and .making the required channel etc., completeEach21050One Thousand Fifty Rupees2100
231ASF MOQs Sanitary Works-22Providing & laying R.C.C 1:2:4 slab cover 3" thick average (precast complete with M.S flat iron, M.S bars embedded in concrete) of any shape including the cost of reinforcement and welding etc. as per direction of Engineer InchargeP.Cft303184.622Three Thousand One Hundred Eighty Four Rupees and Sixty Two Paisas95538.66
232ASF MOQs Sanitary Works-23Providing and fixing water tank made of food grade polyethylene material 1000 gallon (Supper tuff) i/c cost of specials and cartage upto site as per direction of Engineer in chargeEach16132300One Lakh Thirty Two Thousand Three Hundred Rupees2116800
233ASF MOQs Sanitary Works-24Providing and Fixing of 3" dia Bore hole with Submersible pump of approved make deepth upto 450 ft complete in all respect as Instruction of Engineer Incharge. (A.R)Each4550000Five Lakh Fifty Thousand Rupees 2200000
234ASF MOQs Soakage well and septic tank-01Excavation for raft foundations, underground tanks and septic tanks (rectangular or square) in all kinds of soil (except gravelly and murum soil wet silt, clay or mud, conglomeration of gravel and boulders, soft, sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 R.m) and lift upto 5 feet (1.52 m).100 Cft7881902.25One Thousand Nine Hundred Two Rupees and Twenty Five Paisas14990
235ASF MOQs Soakage well and septic tank-02Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc. complete100 Cft4834306.426Thirty Four Thousand Three Hundred Six Rupees and Forty Three Paisas16467
236ASF MOQs Soakage well and septic tank-03Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth (foundation and basement masonry up to 5 feet (1.52 Ru.m.) depth and plinth up to 4 feet (1.2 Ru.m.) height from ground level)100 Cft20654015.99Fifty Four Thousand Fifteen Rupees and Ninety Nine Paisas111273
237ASF MOQs Soakage well and septic tank-04Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved wall 4-1/2 inches (114 mm) or less thickness including scaffolding, raking out joints and curing etc, complete in foundation, basement and plinth (foundation and basement masonry upto 5 (1.52 Ru.m.) feet depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level) 100 Cft3259005.24Fifty Nine Thousand Five Rupees and Twenty Four Paisas18882
238ASF MOQs Soakage well and septic tank-05½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Ground Floor100 Sft4506134.576Six Thousand One Hundred Thirty Four Rupees and Fifty Eight Paisas27606
239ASF MOQs Soakage well and septic tank-06Providing and laying floors of 2 inches (51 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inch (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing, and curing etc. complete100 Sft669631.678Nine Thousand Six Hundred Thirty One Rupees and Sixty Eight Paisas6357
240ASF MOQs Soakage well and septic tank-07Excavation for wells, circular underground tanks and soak spits etc., in all kinds of soil (except gravelly and murum soil, wet silt clay or mud, conglomeration of gravel and boulders, soft. sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 Ru.m)      
241ilift up to 5 feet 100 Cft4422110.066Two Thousand One Hundred Ten Rupees and Seven Paisas9326
242iilift up to 8 feet 100 Cft2642442.566Two Thousand Four Hundred Forty Two Rupees and Fifty Seven Paisas6448
243iiilift up to 11 feet 100 Cft2642775.066Two Thousand Seven Hundred Seventy Five Rupees and Seven Paisas7326
244ivlift up to 14 feet 100 Cft2643107.566Three Thousand One Hundred Seven Rupees and Fifty Seven Paisas8204
245vlift up to 17 feet 100 Cft2643440.066Three Thousand Four Hundred Forty Rupees and Seven Paisas9082
246vilift up to 20 feet 100 Cft2643772.566Three Thousand Seven Hundred Seventy Two Rupees and Fifty Seven Paisas9960
247viilift up to 23 feet 100 Cft2644105.066Four Thousand One Hundred Five Rupees and Seven Paisas10837
248viiilift up to 26 feet100 Cft2644437.51Four Thousand Four Hundred Thirty Seven Rupees and Fifty One Paisas11715
249ixlift up to 29 feet 100 Cft2644770.01Four Thousand Seven Hundred Seventy Rupees and One Paisa12593
250xlift up to 30 feet100 Cft885102.51Five Thousand One Hundred Two Rupees and Fifty One Paisas4490
251ASF MOQs Soakage well and septic tank-08Providing and laying first class solid burnt brick masonry in cement mortar 1:3 wells (steining) 9 inches (229 mm) to 13-1/2 inch (343 mm) thick including scaffolding curing etc. complete      
252iDepth upto 10 feet100 Cft31873238.494Seventy Three Thousand Two Hundred Thirty Eight Rupees and Forty Nine Paisas232898
253iiDepth upto 15 feet100 Cft15875032.524Seventy Five Thousand Thirty Two Rupees and Fifty Two Paisas118551
254iiiDepth upto 20 feet100 Cft15876826.554Seventy Six Thousand Eight Hundred Twenty Six Rupees and Fifty Five Paisas121386
255ivDepth upto 25 feet100 Cft15878620.584Seventy Eight Thousand Six Hundred Twenty Rupees and Fifty Eight Paisas124221
256vDepth upto 30 feet100 Cft15880414.614Eighty Thousand Four Hundred Fourteen Rupees and Sixty One Paisas127055
257ASF MOQs Soakage well and septic tank-09Providing & laying R.C.C 1:2:4 slab cover 3" thick average (precast complete with M.S angle iron frame, M.S bars embedded in concrete) of any shape including the cost of reinforcement and welding etc. as per direction of Engineer InchargeP.Cft503184.622Three Thousand One Hundred Eighty Four Rupees and Sixty Two Paisas159231
258ASF MOQs Soakage well and septic tank-10Providing and laying reinforced cement concrete using Lawrenecepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge in place of screened graded bajri in any item of RCC of mix not leaner than 1:2:4 crushing strength of works cube in this case will be 3000 Ibs. per sq. inch (20.69 N/mm2 at 28 days) with a mix not leaner than 1:2:4 in curved beams, linteis and cantilever beams of required shape or section including form work and its removal, compacting and curing etc, complete but excluding the cost of reinforcement, in basement and ground floor.100 Cft6474270.252Seventy Four Thousand Two Hundred Seventy Rupees and Twenty Five Paisas47533
259ASF MOQs Soakage well and septic tank-11Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extensionP.Kg160395.43Three Hundred Ninety Five Rupees and Forty Three Paisas63269
260ASF MOQs Soakage well and septic tank-12P/L Brick bats 3 inch and down gauge in soakage pit including cartage, wastage, etc complete as per direction of the Engineer InchargeP.Cft452102One Hundred Two Rupees46104
261ASF JS Apartments Building Works-01Excavation for raft foundations, underground tanks and septic tanks (rectangular or square) in all kinds of soil and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chainand lift upto 5 feet 100 Cft174221902.25One Thousand Nine Hundred Two Rupees and Twenty Three Paisas331410
262ASF JS Apartments Building Works-02Cartage of sand, bajri, lime, surkhi, murum, manure, earth & building rubbish including loading, unloading and stacking etc at site dispose off ( by mechanical means) beyond 2 miles (3.2 Km) lead.100 Cft17422676.718Six Hundred Seventy Six Rupees and Seventy Two Paisas117898
263ASF JS Apartments Building Works-03Providing & carrying out termite proofing in foundation. Under flloos and wood work surface with a soloution using of confront TC with water and spraying the solutio of the area to be treated as completed as per direction of Engineer inchargeP.Sft.435618.382Eighteen Rupees and Thirty Eight Paisas80072
264ASF JS Apartments Building Works-04Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch and down gauge in foundation including levelling, compacting and curing etc.complete. 100 Cft114534306.426Thirty Four Thousand Three Hundred Six Rupees and Forty Three Paisas392809
265ASF JS Apartments Building Works-05Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth. 100 Cft762354298.006Fifty Four Thousand Two Hundred Ninety Eight Rupees and One Paisa4139137
266ASF JS Apartments Building Works-06 --do-- but in columns of square shape of regular section in foundation basement and plinth 100 Cft20466501.764Sixty Six Thousand Five Hundred One Rupees and Seventy Six Paisas135664
267ASF JS Apartments Building Works-07 --do-- but in plinth beams of required shape and design in foundation basement and plinth 100 Cft53764324.274Sixty Four Thousand Three Hundred Twenty Four Rupees and Twenty Seven Paisas345421
268ASF JS Apartments Building Works-08 --do-- but in columns of square shape of regular section in the ground floor 100 Cft51081591.034Eighty One Thousand Five Hundred Ninety One Rupees and Three Paisas416114
269ASF JS Apartments Building Works-09 --do-- but in columns of square shape of regular section in the 1st floor 100 Cft51085527.078Eighty Five Thousand Five Hundred Twenty Seven Rupees and Eight Paisas436188
270ASF JS Apartments Building Works-10 --do-- but in columns of square shape of regular section in the 2nd floor 100 Cft51088621.904Eighty Eight Thousand Six Hundred Twenty One Rupees and Ninety Paisas451972
271ASF JS Apartments Building Works-11 --do-- but in columns of square shape of regular section in the 3rd floor 100 Cft51091716.73Ninety One Thousand Seven Hundred Sixteen Rupees and Seventy Three Paisas467755
272ASF JS Apartments Building Works-12 --do-- but in columns of square shape of regular section in the 4th floor 100 Cft4594811.556Ninety Four Thousand Eight Hundred Eleven Rupees and Fifty Six Paisas42665
273ASF JS Apartments Building Works-13 --do-- but in Straight beams, Lintols, cantilever beams of required shape and section in basement and ground floor 100 Cft134774064.942Seventy Four Thousand Sixty Four Rupees and Ninety Four Paisas997655
274ASF JS Apartments Building Works-14 --do-- but in Straight beams, Lintols, cantilever beams of required shape and section in the 1st floor 100 Cft134778000.986Seventy Eight Thousand Rupees and Ninety Nine Paisas1050673
275ASF JS Apartments Building Works-15 --do-- but in Straight beams, Lintols, cantilever beams of required shape and section in the 2nd floor 100 Cft134781095.812Eighty One Thousand Ninety Five Rupees and Eighty One Paisas1092361
276ASF JS Apartments Building Works-16 --do-- but in Straight beams, Lintols, cantilever beams of required shape and section in the 3rd floor 100 Cft134784190.638Eighty Four Thousand One Hundred Ninety Rupees and Sixty Four Paisas1134048
277ASF JS Apartments Building Works-17 --do-- but in Straight beams, Lintols, cantilever beams of required shape and section in the 4th floor 100 Cft29287285.464Eighty Seven Thousand Two Hundred Eighty Five Rupees and Forty Six Paisas254874
278ASF JS Apartments Building Works-18 --do-- but in ordinary slab 5 inches to 6 inches thick in basement plinth and ground floor 100 Cft157071634.374Seventy One Thousand Six Hundred Thirty Four Rupees and Thirty Seven Paisas1124660
279ASF JS Apartments Building Works-19 --do-- but in ordinary slab 5 inches to 6 inches thick in the 1st floor 100 Cft157096899.712Ninety Six Thousand Eight Hundred Ninety Nine Rupees and Seventy One Paisas1521325
280ASF JS Apartments Building Works-20 --do-- but in ordinary slab 5 inches to 6 inches thick in the 2nd floor 100 Cft157099994.538Ninety Nine Thousand Nine Hundred Ninety Four Rupees and Fifty Four Paisas1569914
281ASF JS Apartments Building Works-21 --do-- but in ordinary slab 5 inches to 6 inches thick in the 3rd floor 100 Cft1570103089.364One Lakh Three Thousand Eighty Nine Rupees and Thirty Six Paisas1618503
282ASF JS Apartments Building Works-22 --do-- but in ordinary slab 5 inches to 6 inches thick in the 4th floor 100 Cft196106184.19One Lakh Six Thousand One Hundred Eighty Four Rupees and Nineteen Paisas208121
283ASF JS Apartments Building Works-23 --do-- but in straight stair and landings in basement plinth and ground floor 100 Cft12888774.938Eighty Eight Thousand Seven Hundred Seventy Four Rupees and Ninety Four Paisas113632
284ASF JS Apartments Building Works-24 --do-- but in straight stair and landingsin the 1st floor 100 Cft12892710.982Ninety Two Thousand Seven Hundred Ten Rupees and Ninety Eight Paisas118670
285ASF JS Apartments Building Works-25 --do-- but in straight stair and landingsin the 2nd floor 100 Cft12895805.808Ninety Five Thousand Eight Hundred Five Rupees and Eighty One Paisas122631
286ASF JS Apartments Building Works-26 --do-- but in straight stair and landingsin the 3rd floor (P.No.181/50+195/134+ 195/137+195/143+188/92+ 2x189/93) 100 Cft12898900.634Ninety Eight Thousand Nine Hundred Rupees and Sixty Three Paisas126593
287ASF JS Apartments Building Works-27 --do-- but in ordinary cantilevered slab, sunshade or chajja 3 inches to less than 5 inches thick in basement plinth and ground floor 100 Cft157078451.898Seventy Eight Thousand Four Hundred Fifty One Rupees and Ninety Paisas1231695
288ASF JS Apartments Building Works-28 --do-- but in ordinary cantilevered slab, sunshade or chajja 3 inches to less than 5 inches thick in the 1st floor 100 Cft6182387.942Eighty Two Thousand Three Hundred Eighty Seven Rupees and Ninety Four Paisas50257
289ASF JS Apartments Building Works-29 --do-- but in ordinary cantilevered slab, sunshade or chajja 3 inches to less than 5 inches thickin the 2nd floor 100 Cft19685482.768Eighty Five Thousand Four Hundred Eighty Two Rupees and Seventy Seven Paisas167546
290ASF JS Apartments Building Works-30 --do-- but in ordinary cantilevered slab, sunshade or chajja 3 inches to less than 5 inches thickin the 3rd floor 100 Cft4888577.594Eighty Eight Thousand Five Hundred Seventy Seven Rupees and Fifty Nine Paisas42517
291ASF JS Apartments Building Works-31 --do-- but in ordinary cantilevered slab, sunshade or chajja 3 inches to less than 5 inches thickin the 4th floor 100 Cft12891672.42Ninety One Thousand Six Hundred Seventy Two Rupees and Forty Two Paisas117341
292ASF JS Apartments Building Works-32Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work including septic tanks and under ground tanks and in projections for future extension in Foundation, plinth and ground floor. Kg38055395.43Three Hundred Ninety Five Rupees and Forty Three Paisas15048089
293ASF JS Apartments Building Works-33 --do-- but Reinforcement bars Gde-60 in 1st floor Kg11361401.646Four Hundred One Rupees and Sixty Five Paisas4563100
294ASF JS Apartments Building Works-34 --do-- but Reinforcement bars Gde-60 in 2nd floor Kg11361407.862Four Hundred Seven Rupees and Eighty Six Paisas4633720
295ASF JS Apartments Building Works-35 --do-- but Reinforcement bars Gde-60 in 3rd floor Kg11361414.078Four Hundred Fourteen Rupees and Eight Paisas4704340
296ASF JS Apartments Building Works-36 --do-- but Reinforcement bars Gde-60 in 4th floor Kg1833420.294Four Hundred Twenty Rupees and Twenty Nine Paisas770399
297ASF JS Apartments Building Works-37Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth (foundation and basement masonry up to 5 feet (1.52 Ru.m.) depth and plinth up to 4 feet (1.2 Ru.m.) height from ground level) .100 Cft38454015.99Fifty Four Thousand Fifteen Rupees and Ninety Nine Paisas207421
298ASF JS Apartments Building Works-38Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in Ground Floor 100 Cft202957765.358Fifty Seven Thousand Seven Hundred Sixty Five Rupees and Thirty Six Paisas1172059
299ASF JS Apartments Building Works-39 --do-- but class solid burnt brick masonry in the 1st floor 100 Cft202961042.884Sixty One Thousand Forty Two Rupees and Eighty Eight Paisas1238560
300ASF JS Apartments Building Works-40 --do-- but class solid burnt brick masonry in the 2nd floor 100 Cft202963637.784Sixty Three Thousand Six Hundred Thirty Seven Rupees and Seventy Eight Paisas1291211
301ASF JS Apartments Building Works-41 --do-- but class solid burnt brick masonryin the 3rd floor 100 Cft202966232.684Sixty Six Thousand Two Hundred Thirty Two Rupees and Sixty Eight Paisas1343861
302ASF JS Apartments Building Works-42 --do-- but class solid burnt brick masonry in the 4th floor 100 Cft51668827.584Sixty Eight Thousand Eight Hundred Twenty Seven Rupees and Fifty Eight Paisas355150
303ASF JS Apartments Building Works-43Providing and laying gola 3" x 3" size wrth lime surkhi concrete 1:2:4 (1 lime, 2 surkhi and 4 brick ballast) with 1" (25 mm) and down gauge brick ballast at the junction of roof slab and walls and finished with lime surkhi plaster 1:2 including curing etc., complete100 Rft5163198.832Three Thousand One Hundred Ninety Eight Rupees and Eighty Three Paisas16506
304ASF JS Apartments Building Works-44Providing & laying of Aluminium foil 4mm thick Ezogrip of approved quality i/c the cost of clearing roof , cartage, wastage etc completed as per direction of Engineer incharge in any height in any floor P-Sft3140207.382Two Hundred Seven Rupees and Thirty Eight Paisas651179
305ASF JS Apartments Building Works-451/4" thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc., in basement, mezzanine and ground floor including making edges, corners and curing etc., complete. 100 Sft.30725393.626Five Thousand Three Hundred Ninety Three Rupees and Sixty Three Paisas165692
306ASF JS Apartments Building Works-46 ---- do --- but ceiling polaster on 1st Floor100 Sft.30725824.126Five Thousand Eight Hundred Twenty Four Rupees and Thirteen Paisas178917
307ASF JS Apartments Building Works-47 ---- do --- but ceiling polaster on 2nd Floor 100 Sft.30726254.626Six Thousand Two Hundred Fifty Four Rupees and Sixty Three Paisas192142
308ASF JS Apartments Building Works-48 ---- do --- but ceiling polaster on 3rd Floor 100 Sft.30726685.126Six Thousand Six Hundred Eighty Five Rupees and Thirteen Paisas205367
309ASF JS Apartments Building Works-49 ---- do --- but ceiling polaster on 4th Floor 100 Sft.1577115.626Seven Thousand One Hundred Fifteen Rupees and Sixty Three Paisas11172
310ASF JS Apartments Building Works-501/2" thick cement plaster 1:4 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete. 100 Sft.142626134.576Six Thousand One Hundred Thirty Four Rupees and Fifty Eight Paisas874913
311ASF JS Apartments Building Works-51 ---- do --- but Wall Plaster on 1st Floor 100 Sft.30726565.076Six Thousand Five Hundred Sixty Five Rupees and Eight Paisas201679
312ASF JS Apartments Building Works-52 ---- do --- but Wall Plaster on 2nd Floor 100 Sft.1576995.576Six Thousand Nine Hundred Ninety Five Rupees and Fifty Eight Paisas10983
313ASF JS Apartments Building Works-53 ---- do --- but Wall Plaster on 3rd Floor 100 Sft.22007426.076Seven Thousand Four Hundred Twenty Six Rupees and Eight Paisas163374
314ASF JS Apartments Building Works-54 ---- do --- but Wall Plaster on 4th Floor 100 Sft.6167856.576Seven Thousand Eight Hundred Fifty Six Rupees and Fifty Eight Paisas48397
315ASF JS Apartments Building Works-55Providing and fixing M.S. molded steel door frames of 5.73" x 2-1/2" (146 mm x 63 mm) manufactured from mild steel sheet of 18 gauge (1.41 mm) conforming to B.S.S. 1245 having a double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hings, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1:1:2 etc. in any floor at any height complete as directed by the Engineer-in-Charge P.Rft1960657.72Six Hundred Fifty Seven Rupees and Seventy Two Paisas1289131
316ASF JS Apartments Building Works-56Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches in depth to full compaction and lift upto 5 feet. 100 Cft.46676817.916Six Thousand Eight Hundred Seventeen Rupees and Ninety Two Paisas318192
317ASF JS Apartments Building Works-57Providing and laying 1:4:8 cement concrete bed under floors using graded stone ballast 2 inches and down gauge with levelling and ramming, watering and curing etc. complete. 100 Cft173730851.45Thirty Thousand Eight Hundred Fifty One Rupees and Forty Five Paisas535890
318ASF JS Apartments Building Works-58Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet depth (1.52 m) and plinth up to 4 feet (1.2 m) height from ground level . 100 Cft.18354057.08Fifty Four Thousand Fifty Seven Rupees and Eight Paisas98924
319ASF JS Apartments Building Works-59Providing and laying light colour, glazed/non skid vitrified porcelean tiles (Polished) not exceeding 1600 Sqcm and upto 3600 each, (Pak made) on walls and floors, in any floor, laid with dry bond (stile bond) over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per direction of the Engineer incharge.100 Sft2290356855.036Fifty Six Thousand Eight Hundred Fifty Five Rupees and Four Paisas13021509
320ASF JS Apartments Building Works-60P/F 12mm thick tempered glass, Swing door Pak made as per approved manufacrurers (fixing through their approved fabricators) D-Lock silicon, moving machines all accessories, cutting holes etc and making good damages erc compete as required in any floor as per direction of Engineer incharge. Sft843168.746Three Thousand One Hundred Sixty Eight Rupees and Seventy Five Paisas266175
321ASF JS Apartments Building Works-61P/F 12mm tempered glass fixed partition as per approved manufacrurers (fixing through their approved fabricators) i/c 3M safety film 175 micron, aluminuym section D-48 (100mm X 38mm and 233) thick i/c the aluminnum fittings and S.S pipe 1.5" X 3" (18 Guage) fixed on top with all accessories, cutting holes etc and making good damages erc compete as required in any floor as per direction of Engineer incharge. Sft842254.84Two Thousand Two Hundred Fifty Four Rupees and Eighty Four Paisas189407
322ASF JS Apartments Building Works-62Providing and fixing fully glazed Bronze anodized or powder coated aluminium Sliding windows as per British standard manufactured by Lucky, Alcop, Krudson, Pakistan cable and A.C.P. (fixing through their approved fabricators) deluxe model box section 95mm x 30mm and 2mm thick including the cost of aluminium netting ,fittings, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, but excluding the cost of glass pans.. Sft10561791.566One Thousand Seven Hundred Ninety One Rupees and Fifty Seven Paisas1891894
323ASF JS Apartments Building Works-63Providing and fixing Tinted glass panes 5mm thick to M.S. Box pipe / Aluminium doors, windows and ventilators etc including the cost of labour but excluding the cost of M.S. square pipe beading, rubber packing and screw in any floor at any height.. Sft1056520.548Five Hundred Twenty Rupees and Fifty Five Paisas549699
324ASF JS Apartments Building Works-64Providing and fixing tinted or frosted glass paper with and including the cost of washing the glass with shampoo and finishing complete in all respect as directed in any floor Sft2280250Two Hundred Fifty Rupees and Zero Paisas570000
325ASF JS Apartments Building Works-65Providing and fixing Windo roll up blinds sunscreen, dark out, or translucent fabric any colour/shade best quality (imported) with manual roll up arraangements coomplete in all respect with all other required accessories and hardware from the approved suppliers and manufacturers as per direction of Engineer incharge .. Sft1056440.412Four Hundred Forty Rupees and Forty One Paisas465075
326ASF JS Apartments Building Works-66Providing and fixing 1-1/2 inches thick solid core deodar wood flushed veneered door shutters, with and including the cost of commercial plywood facing 3 mm. thick (3 ply) on both faces, fixed over best quality deodar wood frame 2 inches wide alround 6 inches wide lock rail and 2nd class deodar wood solid core, i/c., 1/4 inch thick best quality deodar wood lipping on al! sides as per approved drawing, manufactured under power driven hydraulic press, including the cost of approved iron fittings but excluding the cost of handles and locking arrangement.. Sft23522027.984Two Thousand Twenty Seven Rupees and Ninety Eight Paisas4769818
327ASF JS Apartments Building Works-67Providing and fixing iron grills with required section of flat iron as per approved design including welding all sides of the section at the junction, and fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor in masonry or concrete work. Kg2931455.084Four Hundred Fifty Five Rupees and Eight Paisas1333851
328ASF JS Apartments Building Works-68Providing & Fixing 2' dia stainless steel pipe (18 guage) railing alongwith 4 Nos 3/4" dia parallel pipe having S/S pipe vertical post 2" dia at 3 ft C/C average spacing and 4' dia vertical post at start turning and end point including cost of labour, welding charges fitting & fixing .completed as per direction of Engineer incharge P.Sft3543128.132Three Thousand One Hundred Twenty Eight Rupees and Thirteen Paisas1107359
329ASF JS Apartments Building Works-69P/L 3/4 inch Granite Stone Pakistani origin Tiles more than 7 Sq. ft upto 16 Sq.ft inch size fine dressed on the surface, without winding in any floor over 1 inch cement mortar 1:2 setting the marble tile with grey cement slurry over cement mortar, jointing and washing the tiles with white cement slurry including curing, rubbing and polishing etc. complete, including the cost of mortar. 100 Sft224219860.9Two Lakh Nineteen Thousand Eight Hundred Sixty Rupees and Ninety Paisas492488
330ASF JS Apartments Building Works-70Providing and fixing kitchen wall cabinet making of shutter board box & 3/4 inch thick high gloss laminated lasani shutter, PVC beading PVC sheet backing of approved design etc, fixed with rawal plugs screws i/c cost of glue, nail, hinges, handles etc as per drwaing, completed in all respect. P.Sft2802216.018Two Thousand Two Hundred Sixteen Rupees and Two Paisas620485
331ASF JS Apartments Building Works-71Providing and fixing kitchen wall cabinet making of shutter board box & 3/4 inch thick high gloss laminated lasani shutter, PVC beading PVC beading, deodar wooden fram 2.5 X 1.25 inch size making tray drawer of approved design etc, fixed with rawal plugs screws including cost of glue, nail, hinges, hadles etc as per drawings, complete in al respect. P.Sft3362173.43Two Thousand One Hundred Seventy Three Rupees and Forty Three Paisas730272
332ASF JS Apartments Building Works-72Providing and fixing approved quality stainless steel sink 33” x 18” Pak made (Atlas) complete with brass oxidized bolt kit/angle iron brackets built into walls ½” dia CP sink mixer 1-1/4” rubber plug and CP brass chain 1-1/4” CP brass waste 1-1/4” dia malleable iron or CP brass bottle trap with malleable iron or brass unions and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4 P-Each1623093Twenty Three Thousand Ninety Three Rupees and Zero Paisas369488
333ASF JS Apartments Building Works-73Providing & Fixing ward robe 24" deep consisting 19mm thick laminated sheet on bottom, top -sides partion, shelves & Shutters etc and 4mm thick pressed on back side, 2-1/2" X 1-1/4" best quality deodar wood frame and all open edge filled 3/4' molding PVC gola complete i/c the cost of glue iron nails screws, heavy type piano hinges 1/2" handle, catchers locks etc, complete in all respect as per directon of Engineer incharge. P.Sft17601805.636One Thousand Eight Hundred Five Rupees and Sixty Four Paisas3177919
334ASF JS Apartments Building Works-74Providing and fixing with brass screws or specially supplied screws hydraulic door closer of approved design No. 5002, Japan make, cutting wood etc., to required shape and size as per direction of the engineer-in-charge P-Each1613238.75Thirteen Thousand Two Hundred Thirty Eight Rupees and Seventy Five Paisas211820
335ASF JS Apartments Building Works-75Providing and fixing with C.P. brass screws main door handle type yale lock (Italy make) of approved design,cutting wood etc., to required size, with two operating keys, as per direction of the engineer-in-Charge. P-Each11313859.132Thirteen Thousand Eight Hundred Fifty Nine Rupees and Thirteen Paisas1566082
336ASF JS Apartments Building Works-76Providing and fixing 4" (100 mm) dia polyvinyle chloride rain water (PVC) down pipe with mild steel clamps, bolts and nuts fixed in cement concrete 1;2:4 etc. complete … P-Rft2001006.138One Thousand Six Rupees and Fourteen Paisas201228
337ASF JS Apartments Building Works-77Providing and fixing 4" (100 mm) dia polyvinyle chloride (PVC) bend of any degree for rain water down pipe with clamps, bolts and nuts in cement concrete 1:2:4 etc. complete..P-Each82447.382Two Thousand Four Hundred Forty Seven Rupees and Thirty Eight Paisas19579
338ASF JS Apartments Building Works-78Painting with (ICI) Dulux plastic emulsion paint VIP of approved shade two coats over and including the cost of one priming coat complete over plastered surface at any height in any floor. 100 Sft.587269432.332Nine Thousand Four Hundred Thirty Two Rupees and Thirty Three Paisas5539231
339ASF JS Apartments Building Works-79Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height in any floor. 100 Sft.83456172.25Six Thousand One Hundred Seventy Two Rupees and Twenty Five Paisas515074
340ASF JS Apartments Building Works-80Painting wood work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming coat complete at any height in any floor . 100 Sft.52928336.804Eight Thousand Three Hundred Thirty Six Rupees and Eighty Paisas441184
341ASF JS Apartments sanitary works-01Making connection with the existing G.I. pipe upto 2 inches dia including cutting the pipe and providing and fixing necessary fittings. Each12181.9Two Thousand One Hundred Eighty One Rupees and Ninety Paisas2182
342ASF JS Apartments sanitary works-02P/F 1-1/2" Ø uPVC pipe "D" class and specials etc. including cutting and fitting complete with and including the cost of cutting trench upto 1-1/2 feet deep refilling, watering, ramming, and disposal of surplus earth within one chain and after cleaning the pipe and cartage within 10 miles (16.09 km.) (working pressure 12 kg/cm2 ) Rft935204.358Two Hundred Four Rupees and Thirty Six Paisas191075
343ASF JS Apartments sanitary works-03P/F 1" Ø uPVC Pipe "E" class with specials and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (working pressure 12 kg/cm2). Rft440144.788One Hundred Forty Four Rupees and Seventy Nine Paisas63707
344ASF JS Apartments sanitary works-04 --do-- but 3/4" Ø uPVC E Class pipe Rft320135.632One Hundred Thirty Five Rupees and Sixty Three Paisas43402
345ASF JS Apartments sanitary works-05P/F of 1-1/2 inch dia ball valve (with PVC Ball) made to B.S.S. 1212. Each11220.24One Thousand Two Hundred Twenty Rupees and Twenty Four Paisas1220
346ASF JS Apartments sanitary works-06 --do-- but 1" Ø Ball Valve Each8985.18Nine Hundred Eighty Five Rupees and Eighteen Paisas7881
347ASF JS Apartments sanitary works-07Providing and fixing Pakistani best quality European style white glazed earthenware W.,C pan complete with and including the cost of plastic seat and buffers, 13.6 litres flushing cistern with internal fittings complete, P.V.C flushing pipe with fittings and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4. Each1620037.5Twenty Thousand Thirty Seven Rupees and Fifty Paisas320600
348ASF JS Apartments sanitary works-08Providing and fixing squatting type W.C.Pan in white vitreous china with integral treads (Pakistani) orissa pattern and uPVC. trap 100mm dia. Complete with and including the cost of 13.6 litres best quality low level plastic flushing cistern with internal fittings complete, P.V.C. flushing pipe suitable for this type with fittings and making requisite number of holes in walls, plinth & floor for pipe connections and making good in cement concrete 1:2:4. Each1617118.5Seventeen Thousand One Hundred Eighteen Rupees and Fifty Paisas273896
349ASF JS Apartments sanitary works-09P/F of 22 inches x 16 inches (560 x 406 mm) lavatory basin in white glazed earthenware (Pakistani) complete with and including the cost of glazed earthenware half pedestal, Brass oxidized bolts kit built into walls 1/2 inches dia. Chrome plated mixer, 1-1/4 inches rubber plug and chrome plated brass chain 1-1/4 inches dia brass waste of approved pattern 1-1/4 inches dia chromium plated battal trap with unions and making requisite, number of holes in walls, plinth and floor for pip.e connections and making good in cement concrete 1:2:4. Each3221253.75Twenty One Thousand Two Hundred Fifty Three Rupees and Seventy Five Paisas680120
350ASF JS Apartments sanitary works-10Providing & fixing chromium plated Muslim bib-cock with Muslim Shower of approved quality. Each324734.45Four Thousand Seven Hundred Thirty Four Rupees and Forty Five Paisas151502
351ASF JS Apartments sanitary works-11Providing and fixing 1/2 inches dia. (15 mm) CP Bib cocks. Each161582.56One Thousand Five Hundred Eighty Two Rupees and Fifty Six Paisas25321
352ASF JS Apartments sanitary works-12P/F of 1/2 inch dia CP stop cocks/ Tee Stop Cock (Master / Faisal etc.) as directed Each481722.56One Thousand Seven Hundred Twenty Two Rupees and Fifty Six Paisas82683
353ASF JS Apartments sanitary works-13Providing and fixing 24 inches x 18 inches (610 mm x 457 mm) looking mirror of Imported glass 5 mm thick fixing with CP clamps and screws Each323043.572Three Thousand Forty Three Rupees and Fifty Seven Paisas97394
354ASF JS Apartments sanitary works-14P/F bath room accessories of set of 6 pieces consist of one shelf, one towel rod with bracket, one towel ring, one soap dish, one tooth Brush holder with glass, one tissue paper holder one double hook etc complete of approved quality as per direction of Engineer in-charge. Each3216537.5Sixteen Thousand Five Hundred Thirty Seven Rupees and Fifty Paisas529200
355ASF JS Apartments sanitary works-15Providing and fixing uPVC Multi floor trape of sizes with gratings including cutting and makeing the requsite number of holes in walls plinth and floors and making good in 1:2:4, C.C. Each482043.202Two Thousand Forty Three Rupees and Twenty Paisas98074
356ASF JS Apartments sanitary works-16P/F 4" dia (u.P.V.C) "E" class pipe with specials and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (working pressure 12 kg/cm2). Rft5761006.768One Thousand Six Rupees and Seventy Seven Paisas579898
357ASF JS Apartments sanitary works-17Providing and fixing 6" x 6" (150 mm x 150 mm) with 4 inches (100 mm) outlet cement concrete C.I. gully trap wt: 42 Ibs. (19 kg.) complete with 4 inches thick (100 mm) 1:2:4 cement concrete for bed and kerb, 1/2 inch (13 mm) thick cement plaster (1:3) to the kerb, C.I. grating 6 inches x 6 inches (150 mm x 150 mm) and C.I. cover and frame 12 inches x 12 inches (305 mm x 305 mm) (inside) etc., complete.... Each45794.6Five Thousand Seven Hundred Ninety Four Rupees and Sixty Paisas23178
358ASF JS Apartments sanitary works-18Providing manhole type 'A' size 2 feet x 1-1/2 feet ) (inside dimensions) x 2 feet (610 mm) deep as per approved design and specifications complete for 4 inches to 12 inches dia pipes up to 3 feet-11 inches depth with cast iron cover and frame 16 inches dia, inside (weight=1 Cwt.1 Qtr.) or 63.5 kg. fixed in 4 inches thick RCC 1:2:4 slab, 8 inches thick c.c. 1:3:6 block masonry walls set in 1:3 c.m; 6 inches thick 1:3:6 c.c. in foundation 1:2:4 c.c. in benching, 1/2 inches thick cement plaster in 1:3 C.M. to all inside wall surface, channels and benching etc. and to top including making requisite umber of main and branch channels but excluding the cost of excavation back filling and disposal of excavated stuff, manhole cover and frame. Each1314864.486Fourteen Thousand Eight Hundred Sixty Four Rupees and Forty Nine Paisas193238
359ASF JS Apartments sanitary works-19Add for extra depth beyond 2 feet and up to 3 feet-11 inches (610 mm and up to 1194 mm) for 'A' type manholes (for depth lesser than 2 feet or 610 mm deduct at the same rate)... P-Inch234280.224Two Hundred Eighty Rupees and Twenty Two Paisas65572
360ASF JS Apartments sanitary works-20Providing 12" Ø RCC pipes and collars of class 'A' and fixing in trench including cutting, fitting and jointing with maxphalt composition and cement mortar (1:1) and testing with water to a head of 4 feet (1.22 m) above the top of the highest pipe including cartage within 10 miles Rft882595.112Five Hundred Ninety Five Rupees and Eleven Paisas524889
361ASF JS Apartments sanitary works-21Making connection with the existing manhole including the cost of cutting holes in walls, making them good in cement concrete 1:2:4 and .making the required channel etc., complete Each11050One Thousand Fifty Rupees and Zero Paisas1050
362ASF JS Apartments sanitary works-22Providing & laying R.C.C 1:2:4 slab cover 3" thick average (precast complete with M.S flat iron, M.S bars embedded in concrete) of any shape including the cost of reinforcement and welding etc. as per direction of Engineer Incharge. Cft133184.622Three Thousand One Hundred Eighty Four Rupees and Sixty Two Paisas41400
363E/M Works-01Wiring for sub-main with 2X4mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 20 mm(3/4") dia UPVC conduit recessed in the wall, column and roof etc including 1.5 mm² PVC insulated wire single core wire as ECC as required . Per Rm3200640Six Hundred Forty Rupees Only2048000
364E/M Works-02Providing & fixing 15 Amps Polycarbonate flame retardant 3-pin switch socket unit (Universal) with fancy gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. (Schneider / Philips) Per Jobs3201290One Thousand Two Hundred Ninety Rupees Only412800
365E/M Works-03Wiring for sub-main with 2X6mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 25 mm(1") dia UPVC conduit recessed in the wall, column and roof etc including 2.5 mm² PVC insulated wire single core wire as ECC as required . Per Rm1800805Eight Hundred Five Rupees Only1449000
366E/M Works-04Providing & fixing flush type 20 Amps porcelain base 3 pin combine switch and socket unit, fitted on existing / given all kind of sheet or board including connection as required. Per Jobs90486Four Hundred Eighty-six Rupees Only43740
367E/M Works-05Wiring for sub-main with 2X2.5mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 20 mm(3/4") dia UPVC conduit recessed in the wall, column and roof etc including 1.5 mm² PVC insulated wire single core wire as ECC as required . Per Rm21600449Four Hundred Fourty Nine Rupees Only9698400
368E/M Works-06Providing & fixing 13 Amps Polycarbonate flame retardant 3-pin switch socket unit (Universal) with fancy gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. (Schneider / Philips) Per Jobs10801120OneThousand One Hundred Twenty Rupees Only1209600
369E/M Works-07 Providing & installing 140 Cm (56") sweep ceiling fan with blades, canopy, standard length of down rod including connection with 14.0076" flexible wire complete as required. Per Jobs5129349Nine Thousand Three Hundred Fourty Nine Rupees Only4786688
370E/M Works-08Providing & fixing Polycarbonate flame retardant, fan dimmer with plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required. (Schneider / Philips)Per Jobs5121197One Thousand One Hundred Ninety Seven Rupees Only612864
371E/M Works-09Providing & installing 30 Cm ( 12") sweep, Plastic body Exhaust fan complete with blades, motor, etc fixed in existing hole including connection with 14/.0076" flexible wire complete as required. Per Jobs2104672Four Thousand Six Hundred Seventy Two Rupees Only981120
372E/M Works-10Providing, Installation, Testing & Commissioning of recessed / surface mounted ceiling lights / downlights including driver, having warm / neutralwhite / cool white colour, 11-13 watt, 80-90lm/watts efficiency, 0.9 or above power factor, 20000-25000 hours lifecycle, including connection, complete in all respect as approved by the Engineer Incharge. (PHILIPS/SIGNIFY, OSRAM, GE, Thorn) Per Jobs18702737 Two Thousand Seven Hundred Thirty Seven Rupees Only5118190
373E/M Works-11Providing, Installation, Testing & Commissioning of recessed / surface mounted ceiling lights / downlights including driver, having warm / neutralwhite / cool white colour, 16-18 watt, 80-90lm/watts efficiency, 0.9 or above power factor, 20000-25000 hours lifecycle, including connection, complete in all respect as approved by the Engineer Incharge. (PHILIPS/SIGNIFY, OSRAM, GE, Thorn) Per Jobs5003848Three Thousand Eight Hundred Forty Eight Rupees Only1924000
374E/M Works-12Providing & fixing 10 Amps Polycarbonate flame retardant S.P switch with fancy required gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. (Schneider / Philips )Per Jobs2500471Four Hundred Seventy One Rupees Only1177500
375E/M Works-13Providing, Installation, Testing & Commissioning of 180- 200 Watts Flood Lights (IP66) including driver, having neutral white / cool white colour, 90 - 110 lm/watts efficiency, 0.9 or above power factor, 20000-25000 hours life cycle, including connection, complete in all respect as approved by the Engineer Incharge. (PHILIPS/SIGNIFY, OSRAM, GE, Thorn) Per Jobs6451377Fifty-one Thousand Three Hundred Seventy-seven Rupees Only3288128
376E/M Works-14Wiring for light, or fan point with 1.5 mm² single core, PVC insulated wire copper conductor wire in 20 mm (3/4")dia uPVC conduit recessed in the wall or column, roof etc. including 1mm² single core PVC insulated wire as ECC as required. Per Points34702945Two Thousand Nine Hundred Forty Five Rupees Only10219150
377E/M Works-15Providing & fixing gas stove superior quality, Double Burner Steel Body, with railcocks i/c making connection with gasline as approved by the engineer incharge as required.Per Jobs649123Nine Thousand One Hundred Twenty-three Rupees Only583872
378E/M Works-16Providing and fixing Kitchen Hood superior quality with SS canopy filter front and back made up of tempered glass, powerful blower motor, LED light and manual control as approved etc complete in all respect i/c electrical connection as required.Per Jobs6437040Thirty-seven Thousand Forty Rupees Only2370560
379E/M Works-17Providing, Installing, Testing & Commissioning of Dual Supply (Gas & Electric) 50/55 gallons Geyser, with fully automatic thermostat, complete in all respect, as approved by the Engineer Incharge. Per Jobs6266686Sixty-six Thousand Six Hundred Eighty-six Rupees Only4134532
380E/M Works-18Providing and laying HT 11KV, 3 core, 35 mm², stranded copper conductor, cu tape screened PVC bedded and PVC sheathed, XLPE armoured cable, laid in the ground in a trenches complete with cable warning tiles, sand etc as per Pak. P.W.D specification as required. Per Rm20011705Eleven Thousand Seven Hundred Five Rupees Only2341000
381E/M Works-19Providing and fixing indoor / outdoor, 3 core, 35 mm², 11KV, XLPE, heat shrink termination ends Kit complete in all respect as required Per Jobs637962Thirty-seven Thousand Nine Hundred Sixty-two Rupees Only227772
382E/M Works-20Supply, installation, testing and commissioning of complete outdoor, weather proof, KIOSK Substation comprising 1000 kVA, 11 kV to 400 V step-down transformer, 4-way 11 kV RMU, LT panel, including all protection, control wiring, cable terminations, interconnections, RCC foundations, cable trenches, earthing system (equipment and neutral earthing), accessories and all civil/electrical works required for complete and satisfactory operation, as per WAPDA standards and approval of Engineer-in-Charge.Per Jobs123153125Twenty-three Million One Hundred Fifty-three Thousand One Hundred Twenty-fiveRupees Only23153125
383E/M Works-21Providing & installation 45 cm (18'') sweep, metallic body exhaust fan complete with blades, motor etc fitted in exsisting hole including connection with 14/0.0076" flexible wire complete as required. Pak, royal, GFC, Younas, Millat Per Jobs646415Six Thousand Four Hundred Fifteen Rupees Only410560
384E/M Works-22Providing & laying 4 core, 120 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor, armoured underground, L.T cable buried in the ground dully covered with sand and warning cable tiles as per Pak. P.W.D specification as required.Per Rm59522180Twenty-two Thousand One Hundred Eighty Rupees Only13197100
385E/M Works-23Providing & laying 4 core, 50 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor, armoured underground, L.T cable buried in the ground dully covered with sand and warning cable tiles as per Pak. P.W.D specification as required.Per Rm56010119Ten Thousand One Hundred Nineteen Rupees Only5666640
386E/M Works-24Providing & fixing 250 to 400 Amps, (Adjustable-High Breaking Capacity) 4 Pole circuit breaker fixed on existing board, I/c inter-connection as required. Per Jobs791961Ninety-one Thousand Nine Hundred Sixty-one Rupees Only643727
387E/M Works-25Providing & fixing compact / cubical 16 SWG MS, water proof, DB duly powder coated size 3 ft x 4 ft, 10 inches Depth with proper locking arrangement including earthing strip and comprising of followings i/c making connection & testing on load etc, complete as reqd. 01 No – MCCB 3 Pole, 250 A, adjustable, 36KA 415VAC 01 Set - Copper Busbars (300 A) 400-600 V AC, 50-60 HZ (4 pole) 5 Nos – MCCB 3 Pole, 160 Amps, adjustable, 36KA 415VAC 04 Nos - 3 -pole Circuit breaker, 32 A 15 KA 415 VAC 10 Nos - AC single pole Circuit breaker, 16 / 20 Amps. 03 Nos. - 220 VAC Mini Digital Voltmeters The job also includes making of foundation of suitable size as per instructions / satisfaction of Engineer In-chargePer Jobs7584625Five Hundred Eighty-four Thousand Six Hundred Twenty-five Rupees Only4092375
388E/M Works-26Providing & fixing compact / cubical 16 SWG MS, DB duly powder coated size 3 ft x 4 ft, 6 inches Depth, recessed in wall, with proper locking arrangement earthing strip and comprising of followings i/c making connection & testing on load etc, complete as as per instructions / satisfaction of Engineer In-charge (A/R). 01 No – AC MCCB 3 Pole, 160 Amps, adjustable, 36KA 415VAC 01 Set - Copper Busbars (300 Amps) 400-600 V AC, 50-60 HZ (4 pole) 06 Nos – AC MCCB 3 Pole, 60 Amps, 30KA 415VAC 04 Nos - AC single pole Circuit breaker, 32 Amps 415 VAC 06 Nos - AC single pole Circuit breaker, 16 / 20 Amps. 03 Nos - 220 VAC Mini Digital Voltmeters Per Jobs10373125Three Hundred Seventy-three Thousand One Hundred Twenty-five Rupees Only3731250
389E/M Works-27Providing & fixing compact / cubical 16 SWG MS DB duly powder coated size 12 inches x 14 inches, 6 inches Depth, recessed in wall, with proper locking arrangement, earthing strip and comprising of followings i/c making connection & testing on load etc, complete as as per instructions / satisfaction of Engineer In-charge (A/R). 01 No - AC three pole MCB, 50 Amps 10 KA 415 VAC 8 Nos - AC single pole Circuit breaker, 16 / 20 Amps. 03 Nos - 220 VAC Mini Digital Voltmeters Per Jobs6070625Seventy Thousand Six Hundred Twenty-five Rupees Only4237500
390E/M Works-28Wiring for sub-main with 4x10mm², PVC insulated wire 450/750 volts grade, single core, stranded copper conductor wire in 30mm (1¼") dia uPVC conduit recessed in the wall, column and roof etc including 2.5mm² PVC insulated wire single core wire as ECC as required.Per Rm7802610Two Thousand Six Hundred Ten Rupees Only2035800
391E/M Works-29Providing and fixing 1'' diameter 3ft long lighting copper rod with five spikes and balls on its head as required.Per Jobs1426301Twenty-six Thousand Three Hundred One Rupees Only368214
392E/M Works-30Providing and fixing Earthing set with 2'x2'x1/4'' copper plate buried in the ground at a depth of 12 feet or less if water comes out from the ground level (with salt and charcoal, or Earthing chemical Powder) etc making the pit 12 feet deep by excavation of all type of soil (except soft or hard rock) i/c fixing of 8 SWG copper wire in 1/2 '' G.I conduit complete in all respect as required.Per Jobs2165762Sixty-five Thousand Seven Hundred Sixty-two Rupees Only1381002
GRAND TOTAL:Rs 751,287,171.66

Scope of Work

Barracks for 192 Personnel (02 Buildings)

The project comprises 02 nos. triple storey buildings (G+2) to serve as Barracks for the ASF staff personnel (192 in each building) consisting of a frame structure (R.CC beams, columns as main load carrying members) with a raft foundation. The overall footprint covered area of the building is approximately 6770 sft (Refer to attached drawings as Annexures)

16 x MOQs (3 bed) - G+3 (02 Buildings)

The project comprises 02 nos. 04 storey buildings (G+3) to serve as apartments to house Married officers of the ASF. The structure is consisting of a frame structure (R.CC beams, columns as main load carrying members) with a raft foundation. Area of one MOQ is 2242 sft. The total covered area for 04 storeys of the building is approximately 18304 sft with the area for single floor of 4576 sft (Refer to attached drawings as Annexures)

16 x JS apartments (2 bed) - G+3 (01 Building)

The project comprises 01 nos. 4 storey building (G+3) to serve as apartments to house Junior staff of the ASF staff personnel. The structure is consisting of a frame structure (R.CC beams, columns as main load carrying members) with a raft foundation. Area of one apartment is 745 sft. The total covered area for 04 storeys of the building is approximately 13962 sft with the area for single floor of 3490 sft (Refer to attached drawings as Annexures)

Major Scope of Work:

Civil Works are mainly

  • Building works mainly consisting of excavation, RCC foundation, RCC superstructure, masonry, wood and finishing works, plaster / paint works etc.
  • Water supply and sanitary works including sanitary fixtures in washrooms and sewerage works of the building with allied works
  • Soakage well and septic tank

E/M Works  are mainly Electrical works in the building

 

Price Schedule

For Individual Jobs
# Job Title Quantity Unit Price (PKR) Total Price (PKR) Delivery Location Delivery Period / Year Country of Origin
1
2
For Lots
# Lot Title Total Lot Price (PKR) Country of Origin
1[Lot 1 Title]

 

 

 

📑 General Conditions of Contract (GCC)

CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Published on: Wednesday, July 29, 2026 05:36 PM

Ref# : P72208
QR Code

A. General

  1. Definitions
    1. Unless the context otherwise requires, the following terms whenever used in this Contract shall have the same meaning and shall be interpreted as  indicated
      1. “Applicable Law” means the laws and any other instruments having the force of law in the Government’s Country, or in such other country as may be specified in the Special Conditions of the Contract (SC), as they may be issued and in force from time to time;
      2. “The Contract” means an agreement enforceable by law;
      3. “The Contract Price” means the price payable to the Contractor under the Contract for the full and proper performance of its contractual obligations;
      4. “The Services” means the work to be performed by the Contractor pursuant to this Contract and as prescribed in the Specifications and Schedule of Activities included in the Contractor’s Bid;
      5. “Ancillary Services” means those services ancillary to the provision of Services, such as transportation and insurance, and any other incidental services, such as installation, commissioning, provision of technical assistance, training, and other such obligations of the Contractor covered under the Contract;
      6. “GCC” means the General Conditions of Contract contained in this section;
      7. “SCC” means the Special Conditions of Contract by which the GCC may be amended or supplemented;
      8. Day” means calendar day unless indicated otherwise;
      9. “Effective Date” means the date on which this Contract comes into force and effect;
      10. “The  Contractor” means the individual or corporate body whose Bids to provide the Services has been accepted by the Procuring Agency;
      11. “The Project Site,” where applicable, means the place or places named in Bid Data Sheet and technical Specifications;
      12. “Government” means the Government of Pakistan;
      13. “Local Currency” means the currency of Pakistan;
      14.  “In Writing” means communicated in written form with proof of receipt;
      15. “Completion Date” means the date of completion of the Services by the Contractor  as certified by the Procuring Agency;
      16. “Foreign Currency” means any currency other than the currency of the country of the Procuring Agency;
      17. “Party” means the Procuring Agency or the Contractor, as the case may be, and “Parties” means both of them;
      18.  "Service" means any object of procurement other than goods or works;
      19. “Subcontractor” means any entity to which the Bidder subcontracts any part of the Services.
  2. Applicable Law
    1. The contract shall be governed and interpreted in accordance with the laws of Pakistan, unless otherwise specified in SCC.
  3. Language
    1. The Contract as well as all correspondence and documents relating to the Contract exchanged between the Contractorand the Procuring Agency, shall be written in the English language unless otherwise stated in the SCC.  Supporting documents and printed literature that are part of the Contract may be in another language provided these are accompanied by an accurate translation of the relevant passages in English, in which case, for purposes of interpretation of the Contract, this translation shall govern.
  4. Notices
    1. Any notice, request, or consent made pursuant to this Contract shall be in writing and shall be deemed to have been made when delivered in person to an authorized representative of the Party to whom the communication is addressed, or when sent by registered mail, telex, telegram, or facsimile to such Party at the address specified in the SCC.
  5. Location
    1. The Services shall be performed at such locations as the Procuring Agency may approve and as specified in SCC.
    2. A {DOCUMENTS}
  6. Authorized Representatives / Authority of Member in charge
    1. Any action required or permitted to be taken, and any document required or permitted to be executed, under this Contract by the Procuring Agency or the Contractor may be taken or executed by the officials specified in the SCC.

B. Commencement, Completion, Modification, and Termination of Contract

  1. Effectiveness of Contract
    1. This Contract shall come into effect on the date the Contract is signed by both parties and such other later date as may be stated in the SCC.
  2. Commencement of Services
    1. The Contractor shall confirm availability of Key Experts and begin carrying out the Services not later than the number of days after the Effective Date specified in the SCC.
  3. Program schedule
    1. Before commencement of the Services, the Contractor shall submit to the Procuring Agency for approval a Program showing the general methods, arrangements, order and timing for all activities. The Services shall be carried out in accordance with the approved Program as updated.
  4. Starting Date/Expiration Date
    1. The Contractor shall start carrying out the Services Five (05) days after the date the Contract becomes effective, or at such other date as may be specified in the SCC.
    2. Unless terminated earlier pursuant to Clause GCC 14 hereof, this Contract shall expire at the end of such time period after the Effective Date as specified in the SCC.
  5. Entire Agreement
    1. This Contract contains all covenants, stipulations and provisions agreed by the Parties.  No agent or representative of either Party has authority to make, and the Parties shall not be bound by or be liable for, any statement, representation, promise or agreement not set forth herein.
  6. Modification
    1. Any modification or variation of the terms and conditions of this Contract, including any modification or variation of the scope of the Services, may only be made by written agreement between the Parties. However, each Party shall give due consideration to any modification(s) or variation(s) made by the other Party.
    2. In cases of any modification(s) or variation(s), the prior written consent of the Procuring Agency is required.
  7. Force Majeure
    1. Definition
      For the purposes of this Contract, “Force Majeure” means an event which is beyond the reasonable control of a Contractor and which makes a Contractor’s performance of its obligations under the Contract impossible or so impractical as to be considered impossible under the circumstances.
    2. No Breach of Contract
      The failure of a Party to fulfill any of its obligations under the contract shall not be considered to be a breach of, or default under, this Contract in so far as such inability arises from an event of Force Majeure, provided that the Party affected by such an event (a) has taken all reasonable precautions, due care and reasonable alternative measures in order to carry out the terms and conditions of this Contract, and (b) has informed the other Party as soon as possible about the occurrence of such an event.
    3. Extension of Time
      Any period within which a Contractor shall, pursuant to this Contract, complete any action or task, shall be extended for a period equal to the time during which such Party was unable to perform such action as a result of Force Majeure.
    4. Payments
      During the period of their inability to perform the Services as a result of an event of Force Majeure, the Contractor shall be entitled to continue to be paid under the terms of this Contract, as well as to be reimbursed for additional costs reasonably and necessarily incurred by them during such period for the purposes of the Services and in reactivating the Service after the end of such period.
  8. Termination
    1. By the Procuring Agency
      The Procuring Agency may terminate this Contract in case of the occurrence of any of the events specified in paragraphs (a) through (e) of this Clause. In such an occurrence the Procuring Agency shall give at least thirty (30) calendar days’ written notice of termination to the Contractor in case of the events referred to in (a) through (d); at least sixty (60) calendar days’ written notice in case of the event referred to in (e);
      1. If the Contractor fails to remedy a failure in the performance of its obligations hereunder, as specified in a notice of suspension;
      2. If the Contractor becomes (or, if the Contractor consists of more than one entity, if any of its members becomes) insolvent or bankrupt or enter into any agreements with their creditors for relief of debt or take advantage of any law for the benefit of debtors or go into liquidation or receivership whether compulsory or voluntary;
      3. If the Contractor fails to comply with any final decision reached as a result of arbitration proceedings;
      4. If, as the result of Force Majeure, the Contractor is unable to perform a material portion of the Services for a period of not less than sixty (60) calendar days;
      5. If the Procuring Agency, in its sole discretion and for any reason whatsoever, decides to terminate this Contract;
    2. By the Contractor
      The Contractor may terminate this Contract, by not less than thirty (30) calendar days’ written notice to the Procuring Agency, in case of the occurrence of any of the events specified in paragraphs (a) through (d) of this Clause.
      1. If the Procuring Agency fails to pay any money due to the Contractor pursuant to this Contract and not subject to dispute within forty-five (45) calendar days after receiving written notice from the Contractor that such payment is overdue;
      2. If, as the result of Force Majeure, the Contractor is unable to perform a material portion of the Services for a period of not less than sixty (60) calendar days;
      3. If the Procuring Agency fails to comply with any final decision reached as a result of arbitration;
      4. If the Procuring Agency is in material breach of its obligations pursuant to this Contract and has not remedied the same within forty-five (45) days (or such longer period as the Bidder may have subsequently approved in writing) following the receipt by the Procuring Agency of the Contractor’s notice specifying such breach.

C. Obligations of the Contractor

  1. General
    1. Standard of Performance
      1. The Contractor shall perform the Services and carry out the Services with all due diligence, efficiency and economy, in accordance with generally accepted professional standards and practices, and shall observe sound management practices, and employ appropriate technology and safe and effective equipment, machinery, materials and methods. The Contractor shall always act, in respect of any matter relating to this Contract or to the Services, as a faithful adviser to the Procuring Agency, and shall at all times support and safeguard the Procuring Agency’s legitimate interests in any dealings with the third parties;
      2. The Contractor shall employ and provide such qualified and experienced Experts and Sub-Contractors as are required to carry out the Services.
    2. Law Applicable to Services
      The Contractor shall perform the Services in accordance with the Contract and in accordance with the Law of Pakistan and shall take all practicable steps to ensure that any of its Experts and Sub-Bidders, comply with the Applicable Law. 
  2. Conflict of Interests
    1. Contractor Not to Benefit from Commissions and Discounts
      The remuneration of the Contractor shall constitute the Contractor’s sole remuneration in connection with this Contract or the Services, and the Contractor shall not accept for their own benefit any trade commission, discount, or similar payment in connection with activities pursuant to this Contract or to the Services or in the discharge of their obligations under the Contract, and the Contractor shall use their best efforts to ensure that the Personnel, any Subcontractors, and agents of either of them similarly shall not receive any such additional remuneration.
    2. Contractor and Affiliates Not to be Otherwise Interested in Project
      The Contractor agree that, during the term of this Contract and after its termination, the Contractor and its affiliates, as well as any Subcontractor and any of its affiliates, shall be disqualified from providing Services (other than the Services and any continuation thereof) for any project resulting from or closely related to the Services.
    3. Prohibition of Conflicting Activities
      Neither the Bidder nor its Subcontractors nor the Personnel shall engage, either directly or indirectly, in any of the following activities:
      1. during the term of this Contract, any business or professional activities in the Government’s country which would conflict with the activities assigned to them under this Contract;
      2. during the term of this Contract, neither the Contractor nor their Subcontractors shall hire public employees in active duty or on any type of leave, to perform any activity under this Contract;
      3. after the termination of this Contract, such other activities as may be specified in the SCC.
  3. Insurance to be Taken Out by the Contractor
    1. The Contractor(a) shall take out and maintain, and shall cause any Subcontractors to take out and maintain, at its (or the Sub-contractors’, as the case may be) own cost but on terms and conditions approved by the Procuring Agency, insurance against the risks, and for the coverage, as shall be specified in the SCC; and (b) at the Procuring Agency’s request, shall provide evidence to the Procuring Agency showing that such insurance has been taken out and maintained and that the current premiums have been paid.
  4. Contractors Actions Requiring Procuring Agency’s Prior Approval
    1. The Contractor shall obtain the Procuring Agency’s prior approval in writing before taking any of the following actions:
      1. appointing such members of the Personnel not provided by the Contractor;
      2. changing the Program of activities; and
      3. any other action that may be specified in the SCC.
  5. Reporting Obligations
    1. The Contractor shall submit to the Procuring Agency the reports and documents in the numbers, and within the periods as prescribed by the Procuring Agency.
  6. Liquidated Damages
    1. Payments of Liquidated Damages
      The Contractor shall pay liquidated damages to the Procuring Agency at the rate per day stated in the SCC for each day that the Completion Date is later than the Intended Completion Date.  The total amount of liquidated damages shall not exceed the amount defined in the SCC.  The Procuring Agency may deduct liquidated damages from payments due to the Contractor.  Payment of liquidated damages shall not affect the Contractor’s liabilities.
    2. Correction for Over-payment
      If the Intended Completion Date is extended after liquidated damages have been paid, the Procuring Agency shall correct any overpayment of liquidated damages by the Contractor by adjusting the next payment certificate.  The Contractor shall be paid interest on the overpayment, calculated from the date of payment to the date of repayment, at the rates specified in SCC.
    3. Lack of performance penalty
      If the Contractor has not corrected a Defect within the time specified in the Procuring Agency’s notice, a penalty for Lack of performance will be paid by the Contractor. The amount to be paid will be calculated as a percentage of the cost of having the Defect corrected, assessed as specified in the Contractor
  7. Performance Guarantee
    1. Within the time stipulated in the acceptance letter from the Procuring Agency, the successful Bidder shall furnish the Performance Guarantee in shape and amount specified in SCC.
    2. The proceeds of the Performance Guarantee shall be payable to the Procuring agency as compensation for any loss resulting from the Supplier’s failure to complete its obligations under the Contract.
    3. The Performance Guarantee shall be denominated in the currency of the Contract, or in a freely convertible currency acceptable to the Procuring agency and shall be in the acceptable form as specified in SCC.
    4. The Performance Guarantee will be discharged by the Procuring agency and returned to the Supplier not later than thirty (30) days following the date of completion of the Supplier’s performance obligations under the Contract, including any warranty obligations, unless otherwise specified in SCC.
  8. Sustainable Procurement
    1. The Contractor shall conform to the sustainable procurement contractual provisions, if and as specified in the SCC.

D. Contractor’s Personnel

  1. Description of Personnel
    1. The titles, agreed job descriptions, minimum qualifications, and estimated periods of engagement in the carrying out of the Services of the Contractor’s Key Personnel.  The Key Personnel listed by title as well as by name are hereby approved by the Procuring Agency.
  2. Removal and / or Replacement of Personnel
    1. Except as the Procuring Agency may otherwise agree, no changes shall be made in the Key Personnel.  If, for any reason beyond the reasonable control of the Contractor, it becomes necessary to replace any of the Key Personnel, the Contractor shall provide as a replacement a person of equivalent or better qualifications.
    2. If the Procuring Agency finds that any of the Personnel have (i) committed serious misconduct or have been charged with having committed a criminal action, or (ii) have reasonable cause to be dissatisfied with the performance of any of the Personnel, then the Contractor shall, at the Procuring Agency’s written request specifying the grounds thereof, provide as a replacement a person with qualifications and experience acceptable to the Procuring Agency.
    3. The Contractor shall have no claim for additional costs arising out of or incidental to any removal and/or replacement of Personnel.

E. Obligations of the Procuring Agency

  1. Change in the Applicable Law
    1. If, after the date of this Contract, there is any change in the Applicable Law with respect to taxes and duties which increases or decreases the cost of the Services rendered by the Contractor, then the remuneration and reimbursable expenses otherwise payable to the Contractor under this Contract shall be increased or decreased accordingly by agreement between the Parties, and corresponding adjustments shall be made to the amounts referred in the SCC.
  2. Services and Facilities
    1. The Procuring Agency shall make available to the Contractor and the Experts, for the purposes of the Services and free of any charge, the services, facilities and property described in the Terms of Reference, at the times and in the manner specified in the Terms of Reference.
    2. In case that such services, facilities and property shall not be made available to the Contractor, the Parties shall agree on (i) any time extension that it may be appropriate to grant to the Contractor for the performance of the Services, (ii) the manner in which the Contractor shall procure any such services, facilities and property from other sources, and (iii) the additional payments, if any, to be made to the Contractor as a result thereof.

F. Payments to the Contractor

  1. Contract Price
    1. The price payable shall be in Pakistani Rupees unless otherwise specified in the SCC.
  2. Terms and Conditions of Payment
    1. Payments will be made to the Contractor according to the payment schedule stated in the SCC and as per actual invoice submitted by the Contractor.
    2. Unless otherwise stated in the SCC, the advance payment shall be made against the provision by the Contractor of a bank guarantee for the same amount, and shall be valid for the period stated in the SCC.  Any other payment shall be made after the conditions listed in the SCC for such payment have been met, and the Contractor have submitted an invoice to the Procuring Agency specifying the amount due.
  3. Quality Control Identifying Defects
    1. The principle and modalities of Inspection of the Services by the Procuring Agency shall be as indicated in the SCC. The Procuring Agency shall check the Contractor’s performance and notify him of any Defects that are found.  Such checking shall not affect the Contractor’s responsibilities.  The Procuring Agency may instruct the Contractor to search for a Defect and to uncover and test any service that the Procuring Agency considers may have a Defect. Defect Liability Period is as defined in the SCC.
    2. A {INSPECTION}
  4. Correction of Defects, and Lack of Performance Penalty
    1. The Procuring Agency shall give notice to the contractor of any Defects before the end of the Contract.  The Defects liability period shall be extended for as long as Defects remain to be corrected.
    2. Every time notice a Defect is given; the contractor shall correct the notified Defect within the length of time specified by the Procuring Agency’s notice.
    3. If the contractor has not corrected a Defect within the time specified in the Procuring Agency’s notice, the Procuring Agency will assess the cost of having the Defect corrected, the contractor will pay this amount, and a Penalty for Lack of Performance.
  5. Settlement of Disputes Amicable Settlement
    1. The Parties shall use their best efforts to settle amicably all disputes arising out of or in connection with this Contract or its interpretation.
  6. Dispute Settlement
    1. Arbitration
      If any dispute of any kind whatsoever shall arise between the procuring agency and the contractor in connection with or arising out of the Contract, including without prejudice to the generality of the foregoing, any question regarding its existence, validity or termination, or the execution of the contract, the parties shall seek to resolve any such dispute or difference by mutual consultation. If the parties fail to resolve such a dispute or difference even after negotiations or mediation, then the dispute shall be referred within fourteen (14) days in writing by either party to the Arbitrator, with a copy to the other party.
      Any dispute in respect of which a notice of intention to commence arbitration has been given, in accordance with GCC sub-clause 32.1, shall be finally settled by arbitration. Arbitration may be commenced prior to or after completion of the Contract. Arbitration proceedings shall be conducted in accordance with Arbitration Act 1940.
      Notwithstanding any reference to arbitration herein, the parties shall continue to perform their respective obligations under the Contract unless otherwise agreed. The Procuring Agency shall continue to pay the Contractor any undisputed amounts due under the Contract during the resolution of any dispute.

📑 Special Conditions of Contract (SCC)

CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Published on: Wednesday, July 29, 2026 05:36 PM

Ref# : P72208
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SECTION VIII. SPECIAL CONDITIONS OF CONTRACT

The following Special Conditions of Contract shall supplement the General Conditions of Contract. Whenever there is a conflict, the provisions herein shall prevail over those in the Conditions of Contract. The corresponding clause number of the GCC is indicated in parentheses.

Number of GC Clause

Amendments of, and Supplements to, Clauses in the General Conditions of Contract

Number of GC Clause 1

Definitions

The Procuring Agency is: ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).

The Supplier is:

The title of the subject procurement is: CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Number of GC Clause 2

Applicable/Governing Law:

The Contract shall be interpreted in accordance with the laws of Islamic Republic of Pakistan

Number of GC Clause 3

Language:

The language of the Contract, all correspondence and communications to be given, and all other documentation to be prepared and supplied under the Contract shall be in English.

Number of GC Clause 4

Notices:

The addresses for the notices are:

Procuring Agency:

ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer
ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).
+92-345-567-2161
abrarahmad161@gmail.com

Contractor/ Bidder:

[Name, address and telephone number]

The Contractor/ Bidder’s Representative(s)

[Name, address, telephone number and e-mail address]

Number of GC Clause 6.1

The Authorized Representatives are:

For the Procuring Agency:

ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer
ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).
+92-345-567-2161
abrarahmad161@gmail.com

For the Bidder:

Name: ………………………………………

Designation: ……………………..

Address: …………………………………………..

Number of GC Clause 7

Effectiveness of the contract

The Contractor/Bidder shall be effective within ….. days from the date of signature of the Contract by both parties

Number of GC Clause 8

Commencement of Contract:

The Contractor/Bidder shall provide Non-Consultancy Services from the effective date of contract.

Number of GC Clause 10.2

Expiration of Contract:

The time period shall be ……………………………

Number of GC Clause 14

Termination

In the event of termination of the contract due to any reason as already defined in the General Conditions of Contract, the Bidder shall be responsible for providing to the Authority the Goods till the time of alternate arrangements.

Number of GC Clause 16

Conflict of Interest:

The Procuring Agency reserves the right to determine on a case-by-case basis whether the Bidder should be disqualified from providing goods or services due to a conflict of a nature described in Clause GCC 17.

Number of GC Clause 20

Liquidated Damages

If the Bidder fails to provide services as required under the contract or in case of any data loss/data breach or any incident compromising the data security or other such failures related to any services, the Bidder shall pay to the Procuring Agency as Liquidated Damages at a rate of 0.05% to 10.00% of the Contract value, in accordance with the extent of performance failure & the cost of investigating such incidents as judged by the Authority.

Number of GC Clause 21

Performance Guarantee:

The amount of performance guarantee shall be 5.00% of the contract price in acceptable form of Pay Order, Banker's Cheque, Call at Deposit, Bank Guarantee

Number of GC Clause 27

Currency of Payment:

All the payment to be released to the contractor/Bidder shall be in Pakistani Rupees.

Number of GC Clause 28

Payment terms:

Payment will be made to the Bidder against the procured Goods and services according to the actual invoice or running bills submitted by the Bidder against the services provided within the time given in the conditions of the contract.

Number of GC Clause 29

Identifying Defects:

The Authority reserves the right at any time to inspect the premises of the provider to inspect the goods and monitor the goods being provided.

Inspections & Tests Requirements

For being Brand New, bearing relevant reference numbers of the equipment (Certificate from supplier)

For Physical Fitness having No Damages (Certificate from supplier)

For the Country of Origin as quoted by the Supplier (Certificate from manufacturer)

For conformance to specifications and performance parameters, through Prior to delivery inspection (Inspection Report by Procurement Committee / Inspection Team)

For successful operation at site after complete installation, testing and commissioning of the equipment (Installation, Testing and Commissioning Report by Procurement Committee / Inspection Team)

Delivery & Documents

Copies of the Supplier’s invoice showing Goods’ description, quantity, unit price, and total amount;

Original and two copies of the usual transport document (for example, a negotiable bill of lading, a non-negotiable sea waybill, an inland waterway document, an air waybill, a railway consignment note, a road consignment note, or a multimodal transport document) which the buyer may require to take the goods;

Copies of the packing list identifying contents of each package;

Insurance Certificate;

Manufacturer’s or Supplier’s Valid Warranty Certificate;

Inspection Certificate issued by the Nominated Inspection Agency (if any), and the Supplier’s Factory Inspection Report;

Certificate of Origin.

The above documents would be required even if the equipment has already been imported and is available with the supplier ex-stock

Number of GC Clause 31

Following is the guidance for Dispute Resolution

  1. If any dispute of any kind whatsoever shall arise between the Authority and the Bidder in connection with or arising out of the Contract... (full clause unchanged)
  2. At future of negotiation the dispute shall be resolved through mediation...
  3. At failure of mediation, arbitration under Arbitration Act 1940...
  4. Cost sharing equally...
  5. Proceedings may commence before/after completion...

Notwithstanding any reference to the arbitration herein, the parties shall continue to perform their respective obligations under the Contract.

Rules of procedure for arbitration proceedings:

Any dispute between the Authority and a Bidder shall be referred to arbitration under the laws of Pakistan including Arbitration Act 1940.

Place of Arbitration and Award:

The arbitration shall be conducted in English language and place shall be Islamabad. The award shall be final and binding.

📑 Bid Securing Declaration (BSD)

CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Published on: Wednesday, July 29, 2026 05:36 PM

Ref# : P72208
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Form 9: Bid Securing Declaration

Date: [insert date (as day, month and year)]

Bid No.:P72208

To: ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).

 

 

We, the undersigned, declare that:

We understand that, according to your conditions, Bids must be supported by a Bid Securing Declaration.

We accept that we will be blacklisted and henceforth cross debarred  for participating in respective category of public procurement proceedings for a period of (not more than) six months, if fail to abide with a bid securing declaration, however without indulging in corrupt and fraudulent practices, if we are in breach of our obligation(s) under the Bid conditions, because we:

  1. have  withdrawn  or  modified  our  Bid  during  the  period  of  Bid  Validity specified in the Form of Bid;
  2. Disagreement to arithmetical correction made to the Bid price; or
  3. having been notified of the acceptance of our Bid by the Procuring Agency during the period of Bid Validity, (i) failure to sign the contract if required by Procuring Agency to do so or (ii) fail or refuse to furnish the Performance Security or to comply with any other condition precedent to signing the contract specified in the Bidding Documents.

We understand this Bid Securing Declaration shall expire if we are not the successful

Bidder, upon the earlier of (i) our receipt of your notification to us of the name of the successful Bidder; or (ii) twenty-eight (28) days after the expiration of our Bid.

 

📑 Contract Form (CNF)

CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Published on: Wednesday, July 29, 2026 05:36 PM

Ref# : P72208
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SECTION IX: CONTRACT FORMS

 

THIS AGREEMENT made the _____ day of __________ 20_____ between ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).

 (hereinafter called “the Procuring Agency”) of the one part and [name of Bidder] of [city and country of Bidder] (hereinafter called “the Bidder”) of the other part:

 

WHEREAS the Procuring Agency invited Bids for provision of goods, viz., CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE) (P72208) and has accepted a Bids by the Bidder for the provision of Goods in the sum of [contract price in words and figures] (hereinafter called “the Contract Price”).

 

NOW THIS CONTRACT WITNESSETH AS FOLLOWS:

1.   In this Contract words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract referred to.

2.   The following documents shall be deemed to form and be read and construed as part of this Contract, In the event of any ambiguity or conflict between the Contract Documents listed below, the order of precedence shall be the order in which the Contract Documents are listed below:-

  1. This form of Contract;
  2. the Form of Bids and the Price Schedule submitted by the Bidder;
  3. the Schedule of Requirements;
  4. the Technical Specifications;
  5. the Special Conditions of Contract;
  6. the General Conditions of the Contract;
  7. the Procuring Agency’s Letter of Acceptance; and
  8. [add here: any other documents]

3.   In consideration of the payments to be made by the Procuring Agency to the Bidder as hereinafter mentioned, the Bidder hereby covenants with the Procuring Agency to provide the Goods related services and to remedy defects therein in conformity in all respects with the provisions of the Contract.

4.   The Procuring Agency hereby covenants to pay the Bidder in consideration of the provision of Goods and the remedying of defects therein, the Contract Price or such other sum as may become payable under the provisions of the contract at the times and in the manner prescribed by the contract.

 

IN WITNESS whereof the parties hereto have caused this Contract to be executed in accordance with their respective laws the day and year first above written.

 

Signed, sealed, delivered by __________________the ________________ (for the Procuring Agency)

 

Witness to the signatures of the Procuring Agency:

………………………………………………

Signed, sealed, delivered by __________________the ________________ (for the Procuring Agency)

 

Witness to the signatures of the Bidder: …………………………………………………

 

 

📑 Integrity Pact (INP)

CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Published on: Wednesday, July 29, 2026 05:36 PM

Ref# : P72208
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Integrity Pact

DECLARATION OF FEES, COMMISSION AND BROKERAGE ETC. PAYABLE BYTHE SUPPLIERS OF GOODS, SERVICES & WORKS IN  CONTRACTS WORTH RS.10.00 MILLION OR MORE

 

Contract                           Number:  Contract                               Value:  Contract Title:

Dated:

 

[Name of Supplier] hereby declares that it has not obtained or induced the procurement of any contract, right, interest, privilege or other obligation or benefit from Government of Pakistan or any administrative subdivision or agency thereof or any other entity owned or controlled by it (GoP) through any corrupt business practice.

Without limiting the generality of the foregoing [Name of Supplier] represents and warrants that it has fully declared the brokerage, commission, fee etc. paid  or payable to anyone and not given or agreed to give and shall not give or agree to give to anyone within or outside Pakistan either directly or indirectly through any natural or juridical person, including its affiliate, agent, associate, broker, consultant, director, promoter, shareholder, sponsor or subsidiary, any commission, gratification, bribe, finder's fee or kickback, whether described as consultations fee or otherwise, with the object of obtaining or inducing the procurement of a contract, right, interest, privilege or other obligation or benefit in whatsoever form from GoP, except that which has been expressly declared pursuant hereto.

[Name of Supplier] certifies that it has made and will make full disclosure of all agreements and arrangements with all persons in respect of or related to the transaction with GoP and has not taken any action or will not take any action to circumvent the above declaration, representative or warranty.

[Name of Supplier] accepts full responsibility and strict liability for making and false declaration, not making full disclosure, misrepresenting fact or taking any action likely to defeat the purpose of this declaration, representation and warranty. It agrees that any contract, right interest, privilege or other obligation or benefit obtained or procured as aforesaid shall, without prejudice to any other right and remedies available to GoP under any law, contract or other instrument, be voidable at the option of GoP.

Notwithstanding any rights and remedies exercised by GoP in this regard, [Name of Supplier] agrees to indemnify GoP for any loss or damage incurred by it on account of its corrupt business practices and further pay compensation to GoP in an amount equivalent to ten time the sum of any commission, gratification, bribe, finder's fee or kickback given by [Name of Supplier] as aforesaid for the purpose of obtaining or inducing the procurement of any contract, right, interest, privilege or other obligation or benefit in whatsoever form from GoP.

📑 Performance Guarantee Form (PGF)

CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Published on: Wednesday, July 29, 2026 05:36 PM

Ref# : P72208
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Performance Guarantee Form

 

To:     ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).

 

WHEREAS [name of Bidder] (hereinafter called “the Bidder”) has undertaken, in pursuance of Contract No.  [reference number of the contract] dated [insert date] for provision of Goods(hereinafter called “the Contract”).

 

AND WHEREAS it has been stipulated by you in the said Contract that the Bidder shall furnish you with a Bank Guarantee by a reputable bank for the sum specified therein as security for compliance with the Bidder’s performance obligations in accordance with the Contract.

 

AND WHEREAS we have agreed to give the Bidders guarantee:

 

THEREFORE, WE hereby affirm that we are Guarantors and responsible to you, on behalf of the Bidder, up to a total of [amount of the guarantee in words and figures], and we undertake to pay you, upon your first written demand declaring the Bidder to be in default under the Contract and without cavil or argument, any sum or sums within the limits of [amount of guar­antee] as aforesaid, without your needing to prove or to show grounds or reasons for your demand or the sum specified therein.

 

This guarantee is valid until the: [insert date]

 

 

Signature and seal of the Guarantors

 

 

_____________________________________________________________________

[name of bank or financial institution]

 

 

_____________________________________________________________________

[address]

 

 

_____________________________________________________________________

[date}

📑 Annexure (ANX)

CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Published on: Wednesday, July 29, 2026 05:36 PM

Ref# : P72208
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General Conditions of Contract

These conditions supplement the default GCC of the SBD however, in case of any colflict, these will prevail.

Unknown

Special Conditons of Contract (Civil works)

These conditions supplement the default SCC of the SBD however, in case of any colflict, these will prevail.

Unknown

Special Conditions of Contract (E/M Works)

These complement the SCC of the SBD however in case of any conflict, these will prevail

Unknown

Drawings

These drawings are preliminary and the contractor will have to formulate shop drawings as well as the As-Built Drawings of the complete facilities in accordance with the supplemented SCC (Civil Works)

Unknown

List of approved Manufacturers

Unknown

List of approved Banks

Unknown

HSE Manual

The instructions in the HSE Manual must be followed in entirety during execution

Unknown

Integrity Pact

Unknown

📑 Procurement Forms (PFD)

CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)

Published on: Wednesday, July 29, 2026 05:36 PM

Ref# : P72208
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Past Construction Experiences

Please fill and submit

Contractor's Key Personnel Representative and Their Schedules

Please fill and submit

Historical Contract Non-Performance, and Pending Litigation and Litigation History

Please fill and submit

Current Contracts and Their Progress

Please fill and submit

Financial Capacity and Net Worth Evaluation Form

Please fill and submit

Average Annual Turnover

Please fill and submit